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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.1 L+₹1.2 L (12.9%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹10.2 L+₹1.2 L (13.4%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹10.4 L+₹1.5 L (16.1%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹10.7 L+₹1.7 L (18.5%)Rejected-AOC UDALA NAC UDALA | UDALA | MAYURBHANJ | ODISHA | 757041 | L5 | Rejected-AOC L5 |
Tender Value
₹14.5 L
EMD Value
₹14,490
Closing Date
20 Jan 2026, 5:00 pmClosed
S.E R.W Division, Udala
S.E R.W Division, Udala
SR to Nudadiha to Asanbani road for the year 2025-26
2026_CERWI_124470_7
07(Onilne)/RWD/UDALA/2025-26
Open Tender
Civil Works - Roads
Percentage
30 days
SE RW Division, Udala
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹14,490
Yes
4 Apr 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
13 Jan 2026 - 20 Jan 2026
Providing 75 mm thick built up spray grout in two layers each of 37.5 mm thick after cleaning & applying tack coat using 3kg /bitumen for 10 sqm. Each 37.5 mm th. BUSG used with 0.45cum of 25 to 40 mm metal & 12 kg bitumen for 10 sqm. each layer with 0.12 cum 12 mm size chips for 10 sqm & rolling with PRR etc.complete as per direction of the Engineer-in-charge.
Applying tack coat with bitumen 60/70 grade @ 3kg / 10 sqm area etc. complete to shape as per direction of the Engineer-in-charge.
Providing 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.6 kg penetration grade of bitumen per 10sqm including hand packing to proper camber & consolidation with PRR including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
Providing 6 mm thick precoated seal coat type -B using 0.06 cum of 6.7 mm size chips & 6.8 kg of bitumen per 10sqm including consolidation with PRR, cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
Construction of embankment with approved material transporting to site by mechanical means within 5Km. lead including spreading, grading & compacting by PRR etc. complete as per direction of engineer-in-charge.
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_575398.xls
BOQ • 0.30 MB
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