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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-Finance | ₹35.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹44.1 LAccepted-Finance | ₹44.1 L | L2 | Accepted-Finance L2 |
| 3 | L3₹49.4 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | ₹49.4 L | L3 | Accepted-Finance L3 |
| 4 | L4₹49.5 LAccepted-Finance | ₹49.5 L | L4 | Accepted-Finance L4 |
| 5 | L5₹54.7 LAccepted-Finance | ₹54.7 L | L5 | Accepted-Finance L5 |
Tender Value
₹66.8 L
EMD Value
₹1.3 L
Closing Date
30 Apr 2026, 3:00 pmClosed
Executive Engineer SWR-II
O/o EE SWR-II Under Dabri Flyover, Pankha Road, ND
Road Restoration Cut by BSES for laying of cable from G2 Grid to 220KV PPK-1 grid for cable laying of 02 No. 66Kv 3X300mm XLPE cable at Palam dabri road from Dashrathpuri metro station to Palam Flyover under Sub Division-I, New Delhi.
2026_PWD_289984_1
04/EE/SWR-II/PWD/2026-27
Open Tender
Civil Works - Roads
Works
30 days
New Delhi
As per tender document
11 documents required · 11 mandatory
₹0
₹1.3 L
6 May 2026
17 Apr 2026
30 Apr 2026
17 Apr 2026
30 Apr 2026
17 Apr 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, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. 1.1) All kinds of soil | |||||
| 2Disposal 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. | |||||
| 3Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 3.1) All works up to plinth level: 3.1.1) Concrete of M25 grade with minimum cement content of 300 kg /cum | |||||
| 4Providing 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. | |||||
| 4.1 | On W.B.M / W.M.M. @ 0.4kg/sqm. | - | Sqm | - | - |
| 4.2 | On bituminous surface @ 0.25kg/sqm. | - | Sqm | - | - |
| 5Providing 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. 5.1) 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. | |||||
| 6Providing and laying bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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. 6.1) 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. | |||||
| 7Providing 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. 7.1) 40/50mm 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. | |||||
| 8Construction 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. 8.1) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | |||||
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