Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4860580 |
|---|---|
| Organisation Name | Directorate Of Urban Local Bodies |
| Tender Brief | Construction Of Street No. 01 Shankar Garden Ward No 5, Mc Bahadurgarh. |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 14 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 47456.00 |
| Estimated Cost | 2372816.00 |
| City | Bahadurgarh |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 196.00 | Kg. |
| 2 | [17.26.3]Tack Coat 3. Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 1.0 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] | 1644.00 | Sqm |
| 3 | [17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate] | 1644.00 | Sqm |
| 4 | [17.42]Crack Prevention Courses (Bitumen impregnated geotextile) Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, laid over a tack coat of paving grade bitumen VG - 10 @1.05 kg per sqm complete as per technical clause 517 & 702 of MORT&H specifications. [Through Rate] | 1644.00 | Sqm |
| 5 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 411.00 | Sqm |
6 Days Left