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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC AURAIYA | ₹7.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.7 LRejected-Finance | ₹7.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.0 LRejected-Finance ETAWAH AURAIYA UTTAR PRADESH UP | AURAIYA | UTTAR PRADESH | 206120 | ₹8.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹8.4 LRejected-Finance 964 RAJENDRA NAGAR ORAI JALAUN | ORAI | JALAUN | UTTAR PRADESH | ₹8.4 L | L4 | Rejected-Finance l4 |
Tender Value
₹11.5 L
EMD Value
₹1.1 L
Closing Date
9 Feb 2026, 12:00 pmClosed
EE PD PWD Auraiya
EE PD PWD Auraiya
Special repair work For Financial year 2025 26 of Kanchausi Mod to Piparpur link road CC work in abadi portion 200 meter length
2026_CEKNP_1110707_4
2446/8A/25 DATE 17-10-2025
Open Tender
Civil Works - Roads
60 days
Auraiya
Please refer Tender documents.
2 documents required · 2 mandatory
₹767
₹1.1 L
Yes
23 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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