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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹98.6 LAccepted-Finance | ₹98.6 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹1.1 CrAccepted-Finance | ₹1.1 Cr | 2 | Accepted-Finance Accepted |
| 3 | 3₹1.2 CrAccepted-Finance | ₹1.2 Cr | 3 | Accepted-Finance Accepted |
| 4 | 3₹1.2 CrAccepted-Finance | ₹1.2 Cr | 3 | Accepted-Finance Accepted |
| 5 | 4₹1.2 CrAccepted-Finance | ₹1.2 Cr | 4 | Accepted-Finance Accepted |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
15 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD-VIII
OFFICE OF THE EXECUTIVE ENGINEER CD-VIII IFC DEPTT. SECTOR 15 ROHINI DELHI
Restoration of Phirni Road from Chandpur Kalan to Chandpur Khurd in Bawana AC.
2026_IFC_289587_1
EE/CD-VIII/NIT/2026-27/02
Open Tender
Civil Works
180 days
DELHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3.9 L
17 Apr 2026
6 Apr 2026
15 Apr 2026
6 Apr 2026
15 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Supply of earth including excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions by mechanical transport within 10 km. lead and lift upto 1.5m including royalty. | - | Cubic Metre | - | - |
| 2 | Providing 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 : Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cubic Metre | - | - |
| 3 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement (43 grade OPC) per Cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 accelerate/ regard setting of concrete to improve workability without impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slops and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contraction/ expansion, construction of cross/ longitudinal joints of size 10 mm wide 50 mm deep by groove cutting machine, providing and filing joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge(cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @400 kg/Cum. RMC using minimum cement @400 kg/Cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. | - | Cubic Metre | - | - |
| 4 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | - | Per cm depth per cm width per m length | - | - |
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