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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | ₹6.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.4 LRejected-Finance | ₹6.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.4 LRejected-Finance | ₹6.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹6.7 LRejected-Finance | ₹6.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹7.0 LRejected-Finance | ₹7.0 L | L5 | Rejected-Finance L5 |
Tender Value
₹9 L
EMD Value
₹90,000
Closing Date
28 Jan 2026, 12:00 pmClosed
EE Cd Pwd Mau
EE Cd Pwd Mau
Patila Jamin Patila Harijan Basti Sampark Marg ke Vishesh marammat ka Karya
2026_CEUAZ_1108323_1
84/12a dt 09-01-2026
Open Tender
Civil Works
60 days
Mau
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹90,000
6 Apr 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
22 Jan 2026 - 28 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. (Including All Taxes, Labour cess , Royalty etc. but Excluding GST ) for proper completion of Work.
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 cnforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, cmpacted 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. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST ) for proper completion of Work.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Including All Taxes, Labour cess , Royalty etc. but Excluding GST ) for proper completion of Work.
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