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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | -26.00% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹99.2 L (35.1%)Admitted-Finance | +0.00% | ₹3.8 Cr+₹99.2 L (35.1%) | L2 | Admitted-Finance |
| 3 | L2₹3.8 Cr+₹99.2 L (35.1%)Admitted-Finance | +0.00% | ₹3.8 Cr+₹99.2 L (35.1%) | L2 | Admitted-Finance |
| 4 | L2₹3.8 Cr+₹99.2 L (35.1%)Admitted-Finance | +0.00% | ₹3.8 Cr+₹99.2 L (35.1%) | L2 | Admitted-Finance |
| 5 | L2₹3.8 Cr+₹99.2 L (35.1%)Admitted-Finance N A | NA | NA | 121004 | +0.00% | ₹3.8 Cr+₹99.2 L (35.1%) | L2 | Admitted-Finance |
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
27 Apr 2026, 5:30 pmClosed
CCE Cuttack RandB Circle
O/o CCE Cuttack RandB Circle
Road work
2026_EICCL_128143_1
CCE.Ctc.(RandB)19/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Kendrapara
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹3.8 L
Yes
23 Jul 2026
16 Apr 2026
28 Apr 2026
16 Apr 2026
27 Apr 2026
16 Apr 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 | Fine dressing and turfing to the slope of embankment with compact turf grass transporting to site by mechanical means with 5km lead etc complete as per specification and direction of Engineer in charge | - | Sqm | - | - |
| 2 | 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 | - | Sqm | - | - |
| 3 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000meters etc complete as per specification and direction of Engineer in charge | - | Sqm | - | - |
| 4 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 5th. Revision. | - | Sqm | - | - |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines grades and cross section and transporting to the embankment location within all lead and lifts upto 1000m. etc. complete as per specification and direction of Engineer-in-charge | - | cum | - | - |
| 6 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge | - | Cum | - | - |
| 7 | Construction of embankment with approved material obtained from roadway cutting 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). | - | Cum | - | - |
| 8 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting the required density in OMC with PRR as per approved drawing and technical specification as per Section 900 and Clause 407 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge | - | Cum | - | - |
| 9 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials as per table 400-I, spreading in uniform 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 MORT&H Specification for Road & Bridge works ( 5th Revision). | - | cum | - | - |
| 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). | - | cum | - | - |
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