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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 4 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 5 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
Tender Value
₹4.6 Cr
EMD Value
₹4.6 L
Closing Date
4 Apr 2026, 5:30 pmClosed
CCE Cuttack RandB Circle
O/o CCE Cuttack RandB Circle
Road work
2026_EICCL_127501_4
CCE.Ctc.(RandB)17/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
90 days
Cuttack
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹4.6 L
Yes
19 Jun 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
4 Apr 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Dismantling of existing Cement Concrete in Shoulder of Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. | |||||
| 2Excavation 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 | |||||
| 3Scarifying 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 | |||||
| 4Reworking 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) | |||||
| 5Loosening, 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 | |||||
| 6Construction 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). | |||||
| 7Providing, 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). | |||||
| 8Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) | |||||
| 9Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) | |||||
| 10Providing & laying Dense graded Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 4.0 % to 4.5 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) | |||||
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