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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.5 LRejected-Finance | ₹4.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹4.6 LRejected-Finance | ₹4.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹5.0 LRejected-Finance | ₹5.0 L | L5 | Rejected-Finance L5 |
Updated dates
Tender Value
₹7.8 L
EMD Value
₹78,000
Closing Date
14 Jan 2026, 3:00 pmClosed
EE CD4 KM PWD PRAYAGRAJ
EE CD4 KM PWD PRAYAGRAJ
KHANINAR PATEL BASTI LINK ROAD KE VISESH MARAMMAT KA KARYA
2025_CEALD_1093623_60
3107/CAMP-NIVIDA/2025 DT 04.11.2025
Open Tender
Civil Works - Roads
60 days
PRAYAGRAJ
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹944
₹78,000
22 Mar 2026
5 Dec 2025
14 Jan 2026
5 Dec 2025
14 Jan 2026
5 Dec 2025
Construction of sub-grade 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 MoRTH Technical Specification Clause 303.1 & as per direction of Engineer-in-charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 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 complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge.
Construction of unreinforced, plain cement Concreet Pavment, thikcness 15cm, overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregates not exceeding 25mm, ixed in a concrete mixer of not less than 0..2cum capacity and appropriate weigh batcher using approved mixed design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing), spreading the concrete with shovels, raes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound(where specified) and water finishing lines and grade as per drawings complete in all respects as per Technical Specification Clause 1501 & as per direction of Engineer-in-charge.
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BOQ_2012470.xls
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