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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC MOHALLA SUBHASHNAGAR DEOKALI ROAD DISTT LAKHIMPUR KHERI | LAKHIMPUR KHERI | LAKHIMPUR KHERI | UTTAR PRADESH | ₹11.5 L | L1 | Accepted-AOC 326/10 Lekha dt. 29.01.2026 |
| 2 | L2₹11.6 LRejected-Finance KHETABPUR KASIMABAD GHAZIPUR | ₹11.6 L | L2 | Rejected-Finance Not Qualified AOC |
Tender Value
₹11.9 L
EMD Value
₹1.2 L
Closing Date
23 Jan 2026, 12:00 pmClosed
Executive Engineer
EE PD GHAZIPUR
SR of Matehu Bijaura Lr to Kaithwali via Kelhi Gram tak Link Road
2026_CEUVZ_1106860_4
157/10 Lekha dt.16.01.2026
Open Tender
Civil Works - Roads
60 days
Ghazipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹1.2 L
Yes
25 Feb 2026
17 Jan 2026
23 Jan 2026
17 Jan 2026
23 Jan 2026
17 Jan 2026
WBM Grading 3 Providing laying spreading and compacting stone aggregate of specific sizes to Water bound Mcadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel 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. (Including all material, T&P, labour cess etc. but excluding G.S.T.)
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, admixtures 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
Construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per Technical Specification Clause 303.1
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