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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.4 LAccepted-AOC 183 BRAHAMAPURI MEERUT | ₹9.4 L | l1 | Accepted-AOC l1 |
| 2 | l2₹9.4 LRejected-Finance 201 TOWER A NOOR NAGAR ROAD RAMESHWARAM RAJNAGAR EXTENSION GHAZIABAD | ₹9.4 L | l2 | Rejected-Finance l2 |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
31 Jan 2026, 4:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
Special repair work of Panchgaon Patti Amar Singh to Panchgaon Patti Saval road
2026_CEMRT_1109040_4
2092/3A DT 04-10-2025
Open Tender
Civil Works
60 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹856
₹1.0 L
17 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
31 Jan 2026
24 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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (For Grading-III) including all material, labour, taxes but excluding GST
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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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