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Tender Value
₹43.5 L
EMD Value
₹86,926
Closing Date
28 Jul 2026, 3:00 pm3d left
Executive Engineer
1. The Executive Engineer, East Roads Division (M-212), PWD, Under Akshardham Flyover, Delhi
Emergent Road Restoration work after road cutting on Khudiram Bose Marg by Delhi Jal Board under Sub Division-III (Section-I) of Division East Road/(M-212) PWD Delhi During 2026-27
2026_PWD_295691_1
18/EE/East Road (M-212)/PWD/2026-27
Open Tender
Civil Works - Roads
Works
30 days
East Road-III
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹86,926
21 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. | |||||
| 1.01 | All kinds of soil | 695 | Cum | 177.5 | ₹1,23,362.5 |
| 2Providing 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 | |||||
| 2.01 | On W.B.M / W.M.M. @ 0.4kg/sqm | 1,418 | Sqm | 21.2 | ₹30,061.6 |
| 2.02 | On bituminous surface @ 0.25kg/sqm | 3,038 | Sqm | 14.05 | ₹42,683.9 |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 695 | Cum | 263.95 | ₹1,83,445.25 |
| 4Providing and laying Dense Graded Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||||
| 4.01 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 71 | Cum | 11,129.55 | ₹7,90,198.05 |
| 5Providing 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. | |||||
| 5.01 | 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. | 122 | Cum | 12,126.2 | ₹14,79,396.4 |
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