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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance 43A JG 1 VIKASPURI NEW DELHI WEST DELHI DELHI 110018 UDYAM DL 11 0004450 | WEST DELHI | DELHI | 110018 | ₹1.1 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.3 Cr+₹16.9 L (14.9%)Accepted-Finance SOUTH WEST DELHI 110045 INDIA UDYAM DL 10 0010472 | SOUTH WEST DELHI | DELHI | 110045 | ₹1.3 Cr+₹16.9 L (14.9%) | L2 | Accepted-Finance Accepted |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
1 Apr 2026, 3:00 pmClosed
Executive Engineer PWD Division M-111 New Delhi
Executive Engineer PWD West Road-1 Division (M-111) R.R.Line Ring Road New Delhi-110010
A/R and M/O to various roads under Sub-division WR-11, divisionWR-1, New Delhi during 2025-26. (SH Repair of existing drain at Shaheed Bhagat Singh Marg from Pt. Vishnu Dutt Marg to Lajwanti Chowk).
2026_PWD_289213_1
48/SE/WMC/PWD/2025-26 (50/EE/PWD/WR-1/2025-26)
Open Tender
Civil Works
Percentage
90 days
Under WR-11
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹2.9 L
6 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 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 in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.1 | All kinds of soil. | - | Sqm | - | - |
| 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. | |||||
| 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 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. All works upto plinth level : | |||||
| 3.1 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.1 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 4.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - |
| 4.3 | Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
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