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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAccepted-AOC DAPALI PAVWA BAHRAICH UP INDIA | ₹46.2 L Quoted ₹48.5 L | L1 | Accepted-AOC Financial Bid Accepted at the rate price Rs. 4616105.00 Acceptance Value |
| 2 | L2₹48.5 LRejected-Finance | ₹48.5 L | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
Tender Value
₹48.6 L
EMD Value
₹4.4 L
Closing Date
31 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
MAINTENANCE WORK OF MINOR BRIDGE AT KM.-3 OF POORE ALAST KHAN LINK ROAD IN DISTRICT BAHRAICH FINANCIAL YEAR 2025-26 (VIDHAN SABHA-MATERA)
2026_CEDPW_1130119_1
1096/8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated - 16-03-2026
Open Tender
Civil Works - Bridges
60 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.4 L
Yes
Bahraich
15 May 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
27 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 |
|---|---|---|---|---|---|---|
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(using carted earth from 1 km) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Drain) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M20 Grade | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | - | MT | - | - | BI01010001010000000000000515BI0100001120 | |
Crash Barrier(IRC 5-2015) RCC | - | Cum | - | - | BI01010001010000000000000515BI0100001121 | |
W metal beam crash Barrier (SOR ch-26 item 27 | - | RM | - | - | BI01010001010000000000000515BI0100001122 |
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