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| Tender ID | 4982226 |
|---|---|
| Organisation Name | Delhi Development Authority |
| Tender Brief | Corrigendum : Re-carpeting Of Master Plan Road No. 202, 215, 216, 219, 221 And 226 Under The Jurisdiction Of Dmd-2 Dwarka |
| Last Date For Submission | 27th Jul, 2026 |
| Opening Date | 27 Jul, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 3141732.00 |
| Estimated Cost | 214173206.00 |
| City | Delhi |
|---|---|
| State | Delhi |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, with rapid setting bitumen emulsion on bituminous surface @ 0.25kg/sqm | 337068.00 | Sqm |
| 2 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, with rapid setting bitumen emulsion on W.B.M / W.M.M. @ 0.4kg/sqm | 33707.00 | Sqm |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. : 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 1685.00 | Cum |
| 4 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 9972.00 | Cum |
| 5 | Providing and laying stone matrix asphalt (SMA) using crushed stone aggregates of specified grading, premixed with bituminous binder and lime filler and cellulose fiber transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density, as per specification complete as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 6.00% (percentage by weight of total mix) and lime filler @6% to 10% (percentage by weight of aggregates) and cellulose fiber pellets @0.30% of total mix prepared in batch type hot mix plant of 100-120 TPH capacity. | 4385.00 | Cum |
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