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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | L1 | Accepted-Finance OK | |
| 2 | L2₹15.8 L+₹93,779.65 (6.30%)Accepted-Finance | L2 | Accepted-Finance OK | |
| 3 | L3₹17.0 L+₹2.1 L (14.3%)Accepted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | L3 | Accepted-Finance OK | |
| 4 | L4₹17.1 L+₹2.2 L (15.1%)Accepted-Finance | L4 | Accepted-Finance OK | |
| 5 | L5₹17.9 L+₹3.0 L (20.2%)Accepted-Finance HOUSE NO 59 SECOND FLOOR MUNIRKA VILLAGE NEW DELHI 67 | NEW DELHI | DELHI | 110067 | L5 | Accepted-Finance OK |
Tender Value
₹22.9 L
EMD Value
₹45,858
Closing Date
2 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.
Restoration of SA Road, Outer Ring Road, Footpath and Service lane cut by Airtel, BSES, BRPL and Vindhya Telelink under jurisdiction of PWD SER-2/21
2026_PWD_291849_1
22/EE/SER-II/PWD/2026-27
Open Tender
Civil Works - Roads
Works
61 days
NEW DELHI
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹45,858
4 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
2 Jun 2026
22 May 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 | Earth 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.
All kinds of soil | 214 | Cum | 177.5 | ₹37,985 |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.
All kinds of soil. | 525 | Sqm | 34.15 | ₹17,928.75 |
| 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. All works up to plinth level: | |||||
| 3.1 | Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 53 | Cum | 8,835.15 | ₹4,68,262.95 |
| 3.2 | Concrete of M25 grade with minimum cement content of 300 kg /cum | 15 | Cum | 9,439.05 | ₹1,41,585.75 |
| 4 | 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. | 267 | Cum | 263.95 | ₹70,474.65 |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 306 | Sqm | 218.9 | ₹66,983.4 |
| 6 | 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 bituminous surface @ 0.25kg/sqm. | 306 | Sqm | 14.05 | ₹4,299.3 |
| 7 | 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 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 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 15 | Cum | 11,032.2 | ₹1,65,483 |
| 8 | 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.
40/50mm 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. | 12 | Cum | 12,126.2 | ₹1,45,514.4 |
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