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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC Lottery Winner |
| 2 | L1₹8.1 LRejected-AOC RAGHUNATH NAGAR ASKA | ASKA | GANJAM | ODISHA | 761110 | ₹8.1 L | L1 | Rejected-AOC 2nd |
| 3 | L1₹8.1 LRejected-AOC | ₹8.1 L | L1 | Rejected-AOC 2nd |
| 4 | L1₹8.1 LRejected-AOC | ₹8.1 L | L1 | Rejected-AOC 2nd |
| 5 | L1₹8.1 LRejected-AOC | ₹8.1 L | L1 | Rejected-AOC 2nd |
Tender Value
₹9.5 L
EMD Value
₹9,600
Closing Date
10 Nov 2025, 3:00 pmClosed
S.E, R.W Division, Bhanjanagar
O/O the S.E, R.W Division, Bhanjanagar
S/R to Maguraipalli-Nabaratnapur road under periodical Maintenance for the year 2025-26.
2025_CERWI_120388_3
Online Tender/12/RWDBNJ/2025-26
National Competitive Bid
Civil Works - Roads
30 days
Bhanjanagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹9,600
Yes
18 Mar 2026
31 Oct 2025
11 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
31 Oct 2025 - 7 Nov 2025
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used.
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
Providing & applying Tack coat 0.20 kg/Sqm including all cost, conveyance, taxes, labour, T&P etc. complete as per direction of the Engineer-in-charge.
20mm thick premix carpet using 0.27cum of 13.2mm 5.6mm size broken chips and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR etc. complete as per direction of the Engineer-in-charge.
6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm. including hire and running charges of PRR, etc. complete as per direction of the Engineer-in-charge.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement.
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_560241.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_560241.xls
BOQ • 0.25 MB
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