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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.0 Cr+₹13.1 L (3.40%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹4.1 Cr+₹21.9 L (5.68%)Accepted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | L3 | Accepted-Finance L3 | |
| 4 | L4₹4.1 Cr+₹27.5 L (7.13%)Accepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA | L4 | Accepted-Finance L4 | |
| 5 | L5₹4.2 Cr+₹31.4 L (8.14%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹5.6 Cr
EMD Value
₹11.1 L
Closing Date
19 Sept 2026, 3:00 pmClosed
Executive Engineer SWR-II
O/o EE SWR-II Under Dabri Flyover, Pankha Road, ND
Comprehensive Maintenance various roads under Sub-Div-21/South West Road Division-2 PWD, New Delhi during 2025-26 and 2026-27 (SH Repairing of Footpaths, Central Verge, drain, various Island and berm portion and other misc. repair works within the ri
2026_PWD_297992_1
32 /SE/SOUTH WEST CIRCLE/PWD/2026-27 (40/EE/SWR-II/PWD/2026-27)
Open Tender
Civil Works - Roads
Works
365 days
New Delhi
As per tender document
12 documents required · 12 mandatory
₹0
₹11.1 L
8 Oct 2026
5 Sept 2026
19 Sept 2026
5 Sept 2026
19 Sept 2026
5 Sept 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.
1.1) All kinds of soil. | 221 | cum | 177.5 | ₹39,227.5 |
| 2 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m.
2.1) All kinds of soil. | 567 | each | 82.45 | ₹46,749.15 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1) 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | 28 | cum | 7,878.5 | ₹2,20,598 |
| 4 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing | 390 | each | 929.8 | ₹3,62,622 |
| 5Providing 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 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 up to 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. | |||||
| 5.1 | All works up to plinth level:
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 271 | cum | 8,835.15 | ₹23,94,325.65 |
| 5.2 | All works up to plinth level: Concrete of M25 grade with minimum cement content of 300 kg /cum | 456 | cum | 9,439.05 | ₹43,04,206.8 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:
6.1) Suspended floors, roofs, landings, balconies and access platform | 2,360 | Sqm | 927.25 | ₹21,88,310 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. | 41,310 | kg | 107.85 | ₹44,55,283.5 |
| 8Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) | |||||
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