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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC AT KUMARI P O JARAKA PS DHARMASALA DIST JAJPUR PIN 755050 | JARAKA | JAJPUR | ODISHA | 755050 | ₹6.6 Cr | L1 | Accepted-AOC The work has been awarded to Sri Krishna Construction |
| 2 | L2₹6.9 CrRejected-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹6.9 Cr | L2 | Rejected-Finance Rejected Bidder |
| 3 | L3₹6.9 CrRejected-Finance AT NUAKUL P O DEODA PS DHARMASALA DIST JAJPUR PIN 755005 | NUAKUL | JAJPUR | ODISHA | 755005 | ₹6.9 Cr | L3 | Rejected-Finance Rejected Bidder |
Tender Value
₹6.3 Cr
EMD Value
₹6.3 L
Closing Date
5 Dec 2025, 5:00 pmClosed
Chief Construction Engineer,R.W Circle KPD-JJP
O/o CCE,R.W Circle,Kendrapara-Jajpur
Construction of road works
2025_CERWI_121468_27
Tender Online RCK-17/25
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Jajpur
please refer tender documents
4 documents required · 4 mandatory
₹10,000
₹6.3 L
Yes
17 Jul 2026
24 Nov 2025
6 Dec 2025
24 Nov 2025
5 Dec 2025
24 Nov 2025
24 Nov 2025 - 5 Dec 2025
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 |
|---|---|---|---|---|---|
| 0.0 | Dismantling of Cement Concrete Grade M-15 & M20 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 | 47.88 | Cum | 638.03 | ₹30,548.88 |
| 2 | Dismantaling of of Brick / stone masonary in cement mortar above 3 mtr height for existing structures including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer-in-charge. | 7.2 | Cum | 1,611.74 | ₹11,604.53 |
| 3Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | |||||
| 3.1 | Upto 600mm dia | 15 | Rm | 291.53 | ₹4,372.95 |
| 4 | Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge. | 8,931 | Sqm | 6.03 | ₹53,853.93 |
| 5 | Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer-in-charge. | 8,931 | Sqm | 19.16 | ₹1,71,117.96 |
| 6 | 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 as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works | 2,478.35 | Cum | 35.58 | ₹88,179.69 |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. | 20,264.66 | Cum | 201 | ₹40,73,196.66 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | 4,179.47 | Cum | 50.4 | ₹2,10,645.29 |
| 9 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 Specification for Road & Bridge works (4 th Revision) | 1,244.98 | Cum | 1,999.95 | ₹24,89,897.75 |
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