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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance AT KAGURIGORADA PO HANTUK PURI | -23.16% | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹75.3 L (30.1%)Admitted-Finance | +0.00% | ₹3.3 Cr+₹75.3 L (30.1%) | L2 | Admitted-Finance |
| 3 | L2₹3.3 Cr+₹75.3 L (30.1%)Admitted-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | +0.00% | ₹3.3 Cr+₹75.3 L (30.1%) | L2 | Admitted-Finance |
| 4 | L2₹3.3 Cr+₹75.3 L (30.1%)Admitted-Finance AT NUKERKFRE PUR P D ALAVA P S ALADI DIST KENDRAPARA | +0.00% | ₹3.3 Cr+₹75.3 L (30.1%) | L2 | Admitted-Finance |
| 5 | L2₹3.3 Cr+₹75.3 L (30.1%)Admitted-Finance | +0.00% | ₹3.3 Cr+₹75.3 L (30.1%) | L2 | Admitted-Finance |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
16 Feb 2026, 5:30 pmClosed
CCE Cuttack RandB Circle
O/o CCE Cuttack RandB Circle
Road work
2026_EICCL_125494_2
CCE.Ctc.(RandB)15/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
150 days
Kendrapara
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹3.3 L
Yes
18 Aug 2026
4 Feb 2026
17 Feb 2026
4 Feb 2026
16 Feb 2026
4 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 | Clearing grubbing road land including uprooting rank vegetation grass bushes shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to used etc complete as per specification and direction of Engineer in charge | 11,515 | Sqm | 8.45 | ₹97,301.75 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge | 4,377.75 | Sqm | 6.03 | ₹26,397.83 |
| 3 | Reworking the scarified Bituminous surface suitably after supplementing the base materials with sand and compacting the finished surface as per technical specification and as per clause 501.8.3.2 of MORT&H specification for Road & Bridge work (5th Revision) | 4,377.75 | Sqm | 22.8 | ₹99,812.7 |
| 4 | Providing and laying of the live sods of perrinial turf grass on embankment slope within 5km average lead by mechanical means and 1.5m initial lift. | 3,990 | Sqm | 28.91 | ₹1,15,350.9 |
| 5 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density including cost of all materials, labour & T & P etc. as per direction of Engineer in charge. | 774.64 | Cum | 36.04 | ₹27,918.03 |
| 6 | Construction of embankment with approved material deposited from roadway cuting with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). | 1,079.92 | Cum | 35.83 | ₹38,693.53 |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 5,713.08 | Cum | 203.79 | ₹11,64,268.57 |
| 8 | Providing & laying moorum in shoulder in sub-base not exceeding 100mm watering & compacting to the required density in OMC with PRR inclding, cost, cost, conveyance, royality of moorum and labour charges etc complete as per direction and specification of Engineer-in-charge | 453 | Cum | 2,829.66 | ₹12,81,835.98 |
| 9 | Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) | 1,290.04 | Cum | 3,254.9 | ₹41,98,951.2 |
| 10 | 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 MORT&H specification for Road and Bridge works(5th Revision). | 1,865.34 | Cum | 3,473.54 | ₹64,79,333.1 |
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