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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC BEHERA | NA | NA | 121004 | ₹18.2 L | L1 | Accepted-AOC Successful Bidder Selected From Transparent Lottery System |
| 2 | L1₹18.2 LRejected-AOC | ₹18.2 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 3 | L1₹18.2 LRejected-AOC | ₹18.2 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 4 | L1₹18.2 LRejected-AOC 3RD TOTA STREET PO BIJIPUR DIST GANJAM PIN 760005 | BIJIPUR | GANJAM | ODISHA | 760005 | ₹18.2 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 5 | L1₹18.2 LRejected-AOC ITAMATI NAYAGARH NAYAGARH | NAYAGARH | ODISHA | 752024 | ₹18.2 L | L1 | Rejected-AOC Unsuccessful Bidder |
Tender Value
₹21.4 L
EMD Value
₹21,430
Closing Date
27 Nov 2025, 5:00 pmClosed
OO the SE,RWD,PHULBANI
OO the SE,RWD,PHULBANI
S/R G.Udayagiri to Kumingia such as SDBC from Ch 0/000 to 1/700 Km for the year 2025-26
2025_CERWI_121399_10
Online Tender/11/SERWD PHULBANI/2025-26
Open Tender
Civil Works - Roads
60 days
OO the SE, RWD, PHULBANI
S/R G.Udayagiri to Kumingia such as SDBC from Ch 0/000 to 1/700 Km for the year 2025-26
2 documents required · 2 mandatory
₹6,000
Yes
₹21,430
Yes
12 Feb 2026
6 Nov 2025
28 Nov 2025
19 Nov 2025
27 Nov 2025
19 Nov 2025
19 Nov 2025 - 26 Nov 2025
Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of tres cut earlier and disposal of unserviciable material and stacking of serviciable materials to be used up to lead of 1000m including removal and disposal top organic soil not exceeding 150mm in thickness as per the direction of the EIC
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 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Clause 305 of MoRT and H Specifications for Road and Bridge works
Providing laying spreading and compacting graded stone aggregate of 53mm to 22.4mm size using Gr-III size granite metal to Water Bound Macadam specification (75mm compacted thickness) includingspreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonne in staes to proper grade and camber applying and brooming requisite type of screening/ binding materials as crusher dust to fill up the interestices required density as per approved drawing and technical specification and as per the Clause 404 of MoSRT and H specification for Road and Bridge works (latest revision)
Providing laying spreading and compacting graded stone to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver insub base/ base course on well parepared 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 and applying primer coat with bitumen emulsiton on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 06kg/sqm using mechanicval clause 502 of MoSRT & H specification for road and bridge works (4th Revision)
Providing and applying tack coat with bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.3kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision) Over granular base (3kg/10sqm)
Providing and applying tack coat with bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.2kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision) Over B.T.surface (2kg/10sqm)
Providing surface dressing with 12kg penetration grade bitumen and 0.15 cum of 19mm size nominal size chips per sqm and rolling with PRR with hire and running charges of PRR but excluding cost conveyance of chips (To be used for minor repair works Unit Sqm)
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average out put of 75 tonne per hour using crushed saggregate of specified grading premixed with bituminous binder @ 4.5 to 5 per cent of mix and filter transporting the hot mix to work site laying with a hydrastatic paver finished with sensor control too the require grade level and alignment rolling with smooth vibratory and tandem rollers to achieve the desired compaction as per the specification of MoRT&H Cluuse 508 complete in all respect.
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