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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance | ₹3.9 Cr | L1 | Accepted-Finance Ist Lowest bidder |
| 2 | L2₹3.9 Cr+₹94,701.61 (0.24%)Accepted-Finance | ₹3.9 Cr+₹94,701.61 (0.24%) | L2 | Accepted-Finance 2nd Lowest bidder |
| 3 | L3₹4.0 Cr+₹14.0 L (3.61%)Accepted-Finance | ₹4.0 Cr+₹14.0 L (3.61%) | L3 | Accepted-Finance 3rd Lowest bidder |
| 4 | L4₹4.1 Cr+₹24.6 L (6.32%)Accepted-Finance | ₹4.1 Cr+₹24.6 L (6.32%) | L4 | Accepted-Finance 4th Lowest bidder |
Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
4 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 culverts by Precast RCC Box culverts at Narwana Link Road No. 1, 2 and 3 under Sub-Division East Road-IV of Division East Road/(M-212) during 2025-26
2026_PWD_289350_1
17/SE/EAST/CIRCLE/PWD/2025-26 (2nd Call)
Open Tender
Civil Works - Roads
Works
75 days
East Road-IV
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹7.9 L
7 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
4 Apr 2026
28 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 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. | |||||
| 1.01 | All kinds of soil | - | Cum | - | - |
| 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 plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately. All works upto plinth level : | |||||
| 3.01 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | - | Cum | - | - |
| 3.02 | Concrete of M25 grade with minimum cement content of 300 kg /cum | - | Cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | 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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