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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-Finance | ₹5.5 Cr | L1 | Accepted-Finance Ist Lowest bidder |
| 2 | L2₹6.1 CrAccepted-Finance | ₹6.1 Cr | L2 | Accepted-Finance 2nd Lowest bidder |
Tender Value
₹5.7 Cr
EMD Value
₹11.5 L
Closing Date
13 Apr 2026, 3:00 pmClosed
Executive Engineer
office of The Executive Engineer, East Road Division (M-212), PWD, Under Akshardham Flyover, Metro Pillar No. 50, Noida Mor, Delhi-91
Remodelling of storm water drain and culverts as per the New Master Drainage Plan-2025, connecting Narwana Road drain to the major drain along NH-24 at Narwana Link Road No. 1, Link Road-2 (Big Nallah) and Link Road-3, under Sub-Division East Road-
2026_PWD_289404_1
21/SE/EAST/CIRCLE/PWD/2025-26
Open Tender
Civil Works - Roads
90 days
East Road-IV
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹11.5 L
20 Apr 2026
30 Mar 2026
13 Apr 2026
30 Mar 2026
13 Apr 2026
30 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 | 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. | ||||||
| 1.01 | All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001112 |
| 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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.01 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 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 : | ||||||
| 4.01 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 4.02 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
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