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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.7 CrAccepted-Finance | ₹49.7 Cr | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹49.9 CrAccepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | ₹49.9 Cr | L2 | Accepted-Finance 2nd Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Updated dates
Tender Value
₹46.5 Cr
EMD Value
₹56.5 L
Closing Date
4 May 2026, 3:00 pmClosed
EXecutive Engineer
O/o the Execuitve Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-110034
Remodeling of Storm Water Drain as per New Master Drainage Plan 2025 and repair of Footpath at Shivaji College Road, R-Block Road from Road No. 29 to T- Hut, Bhagat Singh Colony Road, Baba Ramdev Marg, Vishal Cinema Road, Sheo Nath Tyagi Marg, Road f
2026_PWD_289608_1
25/CE/NORTH/PWD/2025-26 (35/EE/PWD/M-112N/2025-26)
Open Tender
Civil Works
180 days
Sub Division WR-24
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹56.5 L
Chief Engineer, North Maint. Zone, PWD (GNCTD)
5 Jun 2026
6 Apr 2026
4 May 2026
6 Apr 2026
4 May 2026
6 Apr 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means 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 for all lift, as directed by Engineer-in-charge. | ||||||
| 1.1 | All kinds of soil. | - | cum | - | - | BI01010001010000000000000515BI01000011253411121310622 |
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | ||||||
| 3Laying Cement mortar 1:4 (1 cement : 4 coarse sand) as a bed under precast section: | ||||||
| 4Providing 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 up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content 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 upto plinth level : | ||||||
| 4.1 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | cum | - | - | BI01010001010000000000000515BI010000112534111213101287 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 5.1 | Walls (any thickness) including attached plasters butteresses, plinth and string courses etc. | - | sqm | - | - | BI01010001010000000000000515BI01000011253411121310121110 |
| 5.2 | Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - | BI01010001010000000000000515BI01000011253411121310161211 |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
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