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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.1 LAccepted-AOC AT PATRAPUT NEAR G P OFFICE PO PATRAPUT PS TENTULIKHUNTI DIST NABARANGPUR | NABARANGPUR | ODISHA | ₹37.1 L | 1 | Accepted-AOC Agreement Drawn and Work Order Issued |
| 2 | 1₹37.1 LRejected-Finance | ₹37.1 L | 1 | Rejected-Finance 1st Lowest and Not Qualified in Lottery System |
| 3 | 1₹37.1 LRejected-Finance AT JHARIGUMTA PO TENTULIKHUNTI PS TENTULIKHUNTI DIST NABARANGPUR | ₹37.1 L | 1 | Rejected-Finance 1st Lowest and Not Qualified in Lottery System |
| 4 | 1₹37.1 LRejected-Finance | ₹37.1 L | 1 | Rejected-Finance 1st Lowest and Not Qualified in Lottery System |
| 5 | 1₹37.1 LRejected-Finance AT JHARIGUMTA PO TENTULIKHUNTI PS TENTULIKHUNTI DIST NABARANGPUR | ₹37.1 L | 1 | Rejected-Finance 1st Lowest and Not Qualified in Lottery System |
Tender Value
₹37.1 L
EMD Value
₹37,100
Closing Date
6 Feb 2026, 4:00 pmClosed
Divisional Officer
Office of the Superintending Engineer, Nabarangpur R and B Division
Civil Works
2026_EICCL_125097_1
S.E. (R and B) - 24/2025-26/NGP
Open Tender
Civil Works - Roads
Percentage
30 days
Nabarangapur
2 documents required · 2 mandatory
₹6,000
₹37,100
Yes
20 Apr 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
28 Jan 2026 - 6 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including all Cost, Conveyance, royalties, taxes of all materials, labour, T&P and machinaries required for the work etc. complete as per the direction of the Engineer-In-Charge. | 97.12 | cum | 2,353.44 | ₹2,28,566.09 |
| 2 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical mean etc complete including, cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete excluding GST as directed by the Engineer - In - Charge. | 485.6 | sqm | 34.42 | ₹16,714.35 |
| 3 | Providing and applying Tack coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.20 kg/sqm including, cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete excluding GST as directed by the Engineer in charge. | 2,062.5 | sqm | 12.52 | ₹25,822.5 |
| 4 | Providing & laying 50 mm thick compacted Bituminous Macadam (Grading-II) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix in Hot Mix Plant of 100-120 TPH, transporting the hot mix to works site, laying with hydrostatic sensor Paver Finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect as per Clause 504 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge. | 29 | cum | 7,818.87 | ₹2,26,747.23 |
| 5 | Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 penetration grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 per cent of weight of mix in a Hot Mix Plant of 100-120 TPH, transporting the hot mix to work site, laying with hydrostatic sensor Paver Finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect as per Clause 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of the Engineer-in-charge. | 51.56 | cum | 10,015.78 | ₹5,16,413.62 |
| 6 | Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works. | 150.98 | sqm | 278.65 | ₹42,070.58 |
| 7 | R.C.C. Drain on Either Side of Road | 0.02 | cum | 0.02 | ₹0 |
| 8 | Earthwork in excavation of foundation in hard soil as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber, and utilizing the surplus earth locally for road work wherever required as per clause No. 301, 302 & 304 of Specificaiton for road & bridge work of MORT&H & Direction of the Engineer-In-Charge. | 201 | cum | 230.7 | ₹46,370.7 |
| 9 | Sand filling in Road work & foundation of structures as per approved Drawing & technical specifications including watering, and compacting including all leads and lifts for finish item of work as per direction of Engineer-in-charge. | 67.2 | cum | 554.3 | ₹37,248.96 |
| 10 | Cement concrete 1:3:6 mix with stone aggregate 40mm nominal size mechanically mixed & vibrated in foundation upto a depth of 1.5m below ground level and 1.5m above ground / bed level for finished item work as per direction of the Engineer-In-Charge. | 67.2 | cum | 5,374.38 | ₹3,61,158.34 |
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