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Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
27 Aug 2026, 3:00 pm4d left
EE,RPD-3,DDA
EE,RPD-3,DDA
Improvement of 9m, 12m R/W internal roads and parking areas in Pocket A1, B1, B3, B4, C1 and C2 in Sector-37 under the jurisdiction of RPD-3/DDA/Rohini.
2026_DDA_921924_1
24/EE/RPD-3/DDA/2026-27
Open Tender
Civil Works
Works
120 days
ROHINI
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹14.6 L
12 Aug 2026
12 Aug 2026
28 Aug 2026
12 Aug 2026
27 Aug 2026
12 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | - | Sqm | 33.3 | - |
| 2.1 | Supplying and stacking at site.
63 mm to 45 mm size stone aggregate | - | Cum | 1,636.05 | - |
| 2.2 | 53 mm to 22.4 mm size stone aggregate. | - | cum | 1,842.3 | - |
| 2.3 | Stone screening 11.2 mm nominal size (Type B) | - | cum | 2,247.75 | - |
| 2.4 | Good Earth | - | cum | 775.5 | - |
| 2.5 | Moorum | - | cum | 768.25 | - |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | - | cum | 1,046.95 | - |
| 4 | 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. | - | cum | 8,505.65 | - |
| 5 | 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 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 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. | - | cum | 12,126.2 | - |
| 6Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion. | |||||
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