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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 Cr+₹28.9 L (15.0%)Rejected-AOC 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | ₹2.2 Cr+₹28.9 L (15.0%) | L2 | Rejected-AOC L3 |
| 3 | L3₹2.4 Cr+₹48.4 L (25.1%)Rejected-AOC | ₹2.4 Cr+₹48.4 L (25.1%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.5 Cr+₹57.8 L (30.0%)Rejected-AOC A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹2.5 Cr+₹57.8 L (30.0%) | L4 | Rejected-AOC L4 |
| 5 | L5₹2.6 Cr+₹66.3 L (34.4%)Rejected-AOC | ₹2.6 Cr+₹66.3 L (34.4%) | L5 | Rejected-AOC L5 |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
24 Mar 2026, 3:00 pmClosed
Executive Engineer
SRD Project DIV.-II (CBMD M-233), (GNCTD), Western Bank Lok Nayak Setu, I.P. Estate, New Delhi-110002.
Restoration of roads cut by BSES, TATA Power Pvt. Ltd. under jurisdiction of Sub Division- 1, 2 and 3 SRD Project Division -II, PWD New Delhi during 2025-26
2026_PWD_288813_1
29/EE/S.R.D. Project Divn-II/PWD/2025-26
Open Tender
Civil Works
Works
365 days
Executive Engineer, SRD Project DIV.-II, PWD
Please refer Tender documents.
19 documents required · 19 mandatory
₹0
₹7.2 L
Yes
22 Apr 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual eans 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 lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil.
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.
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 medium setting bitumen emulsion
On W.B.M / W.M.M. @ 0.4kg/sqm
On bituminous surface @ 0.25kg/sqm
Providing 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 equipped 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 specifications and directions of Engineer-in-Charge
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.
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.
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in-Charge.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well-prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Deduct Correction Factor on DSR Item @ 0.973
Less index Cost 0.09% DSR Items
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