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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC AT PO TARATUA P S KHORDHA KHORDHA ODISHA PIN 752055 | KHORDHA | KHORDHA | ODISHA | 752055 | ₹8.5 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L3₹8.5 LRejected-Finance AT LOAKANATHPUR SARUA PO BAGHAMARI PS BEGUNIA DIST KHORDHA PIN 752057 | BAGHAMARI | KHORDHA | ODISHA | 752057 | ₹8.5 L | L3 | Rejected-Finance Not success in lottery |
| 3 | L3₹8.5 LRejected-Finance AT BY PASS NEW COLONY JHARTANGI PO PN COLLEGE DIST KHORDHA | KHORDHA | ₹8.5 L | L3 | Rejected-Finance Not success in lottery |
| 4 | L3₹8.5 LRejected-Finance | ₹8.5 L | L3 | Rejected-Finance Not success in lottery |
| 5 | L3₹8.5 LRejected-Finance AT SIMAPALLY PO NARAYANPADA PS BEGUNIA DIST KHORDHA PIN 752062 | BEGUNIA | KHORDHA | ODISHA | 752062 | ₹8.5 L | L3 | Rejected-Finance Not success in lottery |
Tender Value
₹8.5 L
EMD Value
₹8,470
Closing Date
14 Mar 2026, 5:00 pmClosed
S.E. R.W. Divn. BBSR
O/o S.E. R.W. Divn. BBSR
S/R to Kunjuri to Bhatapada road for the year 2025-26
2026_CERWI_127073_5
Tender Online Divn. BBSR - 39/2025-26
Open Tender
Civil Works - Roads
30 days
S.E. R.W. Divn. BBSR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹8,470
Yes
28 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
Providing 37.5 mm thick BUSG in one layers applying tack coat using 3.0 kg of bitumen /10 sqm, using 0.45 cum of 25mm to 40mm size H.G. metal & 0.12 cum of 12mm size h.g. chips for 10 sqm . etc. complete as per specification and direction of the Engineer-in-charge.
Providing & applying tack coat over the bituminous surface with bitumen boiler fitted with spray set using 0.20Kg / Sqm. area including clearing the surface etc. complete for finished item of work induding cost, conveyance, royalty, taxes, labour, T&P, all other matermls required for the work etc. complete as per direction of the Engineer-incharge.
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of the Engineer-in-charge.
Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.
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