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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 LAccepted-AOC S TOTAGUDA PO PARAJA BEDAPADAR PS DASAMANTPUR DIST KORAPUT O | KORAPUT | ODISHA | ₹52.4 L | L1 | Accepted-AOC 1st Lowest Bidder |
| 2 | L2₹53.2 LRejected-AOC | ₹53.2 L | L2 | Rejected-AOC Rejected |
| 3 | L2₹53.2 LRejected-AOC | ₹53.2 L | L2 | Rejected-AOC Rejected |
| 4 | L2₹53.2 LRejected-AOC | ₹53.2 L | L2 | Rejected-AOC Rejected |
| 5 | L2₹53.2 LRejected-AOC | ₹53.2 L | L2 | Rejected-AOC Rejected |
Tender Value
₹53.2 L
EMD Value
₹53,300
Closing Date
10 Feb 2026, 5:00 pmClosed
O/o The Executive Engineer, Muran Dam Division
O/o The Executive Engineer, Muran Dam Division, Khatiguda, Nabarangpur, Odisha, 764085
IMPROVEMENT TO THE DAMAGED APPROACH ROAD ON RIGHT FLANK OF MURAN DAM UNDER UIDC, KHATIGUDA.
2026_PGDDK_125061_1
EEMDD-05(01/03)/2025-26
Open Tender
Civil Works - Roads
90 days
Khatiguda
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
₹53,300
Yes
27 Apr 2026
27 Jan 2026
11 Feb 2026
27 Jan 2026
10 Feb 2026
27 Jan 2026
27 Jan 2026 - 29 Jan 2026
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres including royalty and taxes of all materials, Labour charges T&P , supervision, curing for the required period, labour cess etc. complete as per specification & direction of Engineer-in-charge.
Providing, laying, spreading and compacting graded stone aggregate 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for road & Bridge works (4th. Revision) including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and labour cess etc. complete as per specification and direction of the Engineer-in-charge.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H Specifications for road & Bridge works (4th. Revision) with all leads, lifts and delifts including cost, conveyance, cess, taxes of all materials, including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-charge.
Providing and laying Bituminous macadam (50mm) with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepaired surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance,royalty, taxes of all materials, hire and running charges of machineris, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per specification and direction of the Engineer-in-charge.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance, taxes of all materials, hire and running charges of machinaris, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.
Providing and laying Semi dense bituminous concrete grade-II (25mm) 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 wheeled, vibratory and tandem rollers to achieve the desired compactionas per Clause 508 of MoSRT&H Specifications for road & Bridge works(4th. Revision) including cost, conveyance,royalty, taxes of all materials, hire and running charges of machineris, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.
Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35.The finished surface should be level uniform and free from streaks and pot holes.
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