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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC LOLEPUR VINOVAPURI DIST SULTANPUR | SULTANPUR | ₹6.5 L Quoted ₹23.2 L | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.652028 |
| 2 | L2₹23.3 LRejected-Finance | ₹23.3 L | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹23.6 LRejected-Finance | ₹23.6 L | L3 | Rejected-Finance Rejected due to higher rate quoted |
| 4 | L4₹24.6 LRejected-Finance | ₹24.6 L | L4 | Rejected-Finance Rejected due to higher rate quoted |
Updated dates
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
5 Feb 2026, 12:00 pmClosed
Executive Engineer
CONSTRUCTION DIVISION 3, PWD BARABANKI
Special Repair of Ramswaroop purwa to Zaidpur via Banarki Godiyanpurwa link road in Block Suratganj Dist. Barabanki.
2026_CEUFZ_1106346_1
33/3A/Etender/2026 date 06-01-2026
Open Tender
Civil Works
60 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
Yes
CONSTRUCTION DIVISION 3, PWD BARABANKI
9 Mar 2026
16 Jan 2026
5 Feb 2026
16 Jan 2026
5 Feb 2026
16 Jan 2026
20 Jan 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel Static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405.
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, as per design, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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