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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 CrAccepted-AOC AT BORIA P O KESINGA P S KESINGA DIST KALAHANDI ODISHA PIN 766012 | KESINGA | KALAHANDI | ODISHA | 766012 | ₹2.5 Cr Quoted ₹3.0 Cr | 1 | Accepted-AOC AGREEMENT TO BE DRAWN AT DIVISION LEVEL |
| 2 | 2₹2.7 Cr−₹29.6 L (9.91%)Rejected-Finance AT KASAKENDU PO BHAWANIPATNA PIN 766002 DIST KALAHANDI ODISHA | BHAWANIPATNA | KALAHANDI | ODISHA | 766002 | ₹2.7 Cr−₹29.6 L (9.91%) | 2 | Rejected-Finance REJECTED |
| 3 | 3₹2.8 Cr−₹14.6 L (4.89%)Rejected-Finance | ₹2.8 Cr−₹14.6 L (4.89%) | 3 | Rejected-Finance REJECTED |
| 4 | 4₹3.0 CrSame as 1Rejected-Finance | ₹3.0 CrSame as 1 | 4 | Rejected-Finance REJECTED |
| 5 | 4₹3.0 CrSame as 1Rejected-Finance | ₹3.0 CrSame as 1 | 4 | Rejected-Finance REJECTED |
Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
9 Apr 2026, 5:00 pmClosed
Chief Construction Engineer
O/o the CCE RW Circle, Bhawanipatna
NH 26 to Kandakhal
2026_CERWI_127343_55
BPT/Online-15/ 2025-26
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Kesinga /Kalahandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.0 L
Yes
15 Aug 2026
18 Mar 2026
10 Apr 2026
18 Mar 2026
9 Apr 2026
18 Mar 2026
18 Mar 2026 - 8 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 | Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area 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 as per specification and as per the direction of Engineer -in –charge. | 3,948 | Sqm | 8.44 | ₹33,321.12 |
| 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. | 10.8 | Cum | 1,611.74 | ₹17,406.79 |
| 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 |
| 3.2 | 600mm to 900mm dia | 15 | Rm | 392.28 | ₹5,884.2 |
| 4 | 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 | 1,776.6 | Cum | 35.58 | ₹63,211.43 |
| 5 | 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. | 11,304.05 | Cum | 201 | ₹22,72,114.05 |
| 6 | 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). | 1,221.34 | Cum | 50.4 | ₹61,555.54 |
| 7 | 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) | 1,427.05 | Cum | 1,756.31 | ₹25,06,342.19 |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision). | 1,132.59 | Cum | 2,291.42 | ₹25,95,239.38 |
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