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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC AKBARPUR AMBEDKAR NAGAR | ₹28.8 L Quoted ₹32.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.5 LRejected-Finance UTTAR PRADESH UP | ₹36.5 L | L2 | Rejected-Finance L3 |
| 3 | L3₹39.2 LRejected-Finance | ₹39.2 L | L3 | Rejected-Finance L3 |
Tender Value
₹51 L
EMD Value
₹4.5 L
Closing Date
28 Mar 2026, 12:00 pmClosed
SE Ayo-Amb Circle Ayodhya
Office of SE Ayo-Amb Circle Ayodhya
Construction work of new 2x3.00 m span RCC box culvert in place of old damaged culvert located on the Purva link road from Km-11 of Baskhari Mandighat road to Hira Public School Manukhan.
2026_CEUFZ_1128733_7
771/1COM-AYO-AMB CIRCLE/26 DT 18-03-2026
Open Tender
Civil Works - Bridges
180 days
Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.5 L
Yes
Office of SE Ayo-Amb Circle Ayodhya
21 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Construction 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. | |||||
| 2Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | |||||
| 3Supply & laying of 900 mm dia hume pipe colvert. | |||||
| 4Earth 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. | |||||
| 5Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (M 15) | |||||
| 6Plain/Reinforced Cement Concrete in Wall/Slab complete as per Drawing and Technical Specifications.(M 30) | |||||
| 7Plain/Reinforced Cement Concrete in Apporch Slab complete as per Drawing and Technical Specifications.(M 30) | |||||
| 8Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Box Cell Structure complete as per Drawing and Technical Specifications. | |||||
| 9Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | |||||
| 10Crash Barriers for Bridge Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, Constructed with Reinforced Cement Concrete with HYSD reinforcement conformin MoRT&H Specification and as per details given iRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as Specified B. Crash Barriers for Bridge (Height 1100mm) as per details given IRC-5 (fig.-2) (Area-0.298 Sqm. for-1 meter length). | |||||
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