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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance | +0.00% | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L1₹4.9 CrAdmitted-Finance | +0.00% | ₹4.9 Cr | L1 | Admitted-Finance |
| 3 | L1₹4.9 CrAdmitted-Finance | +0.00% | ₹4.9 Cr | L1 | Admitted-Finance |
| 4 | L1₹4.9 CrAdmitted-Finance | +0.00% | ₹4.9 Cr | L1 | Admitted-Finance |
| 5 | L1₹4.9 CrAdmitted-Finance NUNUKAPASI PO KISHOREGANJ HANDAPA DIST ANGUL ODISHA 759127 | HANDAPA | ANGUL | ODISHA | 759127 | +0.00% | ₹4.9 Cr | L1 | Admitted-Finance |
Tender Value
₹4.9 Cr
EMD Value
₹4.9 L
Closing Date
22 May 2026, 5:00 pmClosed
CCE Dhenkanal R and B Circle
CCE Dhenkanal R and B Circle
Improvement such as widening and strengthening of Purunagarh Jagannathpur road from 13/010 km to 15/641 km in the district of Angul under state Plan
2026_EICCL_128968_3
CCE DKL R and B/17-2025-26
Open Tender
Civil Works - Roads
Percentage
210 days
Angul
Please refer tender documents
2 documents required · 2 mandatory
₹10,000
₹4.9 L
Yes
21 Aug 2026
8 May 2026
25 May 2026
8 May 2026
22 May 2026
8 May 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 | Dismantling of PCC M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per clause no 202 MoRT&H specifications for Road and Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 97.18 | Cum | 650.1 | ₹63,176.72 |
| 2 | Removing all type of Hume Pipes upto 600mm dia and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works as per clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 37.5 | Rmt | 291.53 | ₹10,932.37 |
| 3 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause501.8.3.2 of MoRT&H Specifications for Road and Bridge works (latest Revision) and including cost of all labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. | 7,293 | Sqm | 6.03 | ₹43,976.79 |
| 4 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 501.8.3.2 of MoRTH Specification for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. | 9,116.25 | Sqm | 21.22 | ₹1,93,446.82 |
| 5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 21,271.25 | Sqm | 8.45 | ₹1,79,742.06 |
| 6 | Loosening to a depth of 150mm, levelling and compacting original ground supporting embankment/ sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P, etc. complete and as per direction of Engineer-in-charge. | 3,190.69 | Cum | 36.05 | ₹1,15,024.37 |
| 7 | Earthwork in excavation for road way in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | - | Cum | 74.79 | - |
| 8 | Construction of embankment with material deposited at site from road way cutting & excavation from drain & foundation of other structures graded & complete to meet the requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. | 1,387.94 | Cum | 35.83 | ₹49,729.89 |
| 9 | Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. | 13,445.18 | Cum | 203.79 | ₹27,39,993.23 |
| 10 | Construction of granular Sub-base by providing Coarse 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 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. | 2,415.39 | Cum | 2,657.08 | ₹64,17,884.46 |
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