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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC AT NEELANCHAL NAGAR 3RD LANE ENGINEERING SCHOOL BERHAMPUR DIST GANJAM ODISHA | BERHAMPUR | GANJAM | ODISHA | ₹6.7 Cr | L1 | Accepted-AOC Awarded being L1 bidder selected through transparent lottery system |
| 2 | L1₹6.7 CrRejected-Finance | ₹6.7 Cr | L1 | Rejected-Finance Rejected being not selected through transparent lottery system |
| 3 | L1₹6.7 CrRejected-Finance | ₹6.7 Cr | L1 | Rejected-Finance Rejected being not selected through transparent lottery system |
| 4 | L2₹7.1 Cr+₹39.4 L (5.88%)Rejected-Finance PLOT NO 396 1354 2ND LANE PAIKANAGAR BARAMUNDA BHUBANESWAR DIST KHORDHA PIN 751003 STATE ODISHA | BHUBANESWAR | KHORDHA | ODISHA | 751003 | ₹7.1 Cr+₹39.4 L (5.88%) | L2 | Rejected-Finance Rejected being L2 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical The documents towards similar nature of work as per clause 14 not furnished 2_road work costing not less than 276 lakhs each having DBM/BM/BC/SDBC but NO RCC works in those 2road works Hence rejected as per clause14 and contract data of the DTCN |
Tender Value
₹7.9 Cr
EMD Value
₹7.9 L
Closing Date
2 Sept 2025, 5:00 pmClosed
CCE Phulbani RandB Circle Phulbani
Office of the CCE Phulbani RandB Circle Phulbani District Kandhamal PIN 762001
Improvement of Raikia_Gandasila_Midiakia_Sarangada Road from 0/000 Km to 22/130 Km ( except from 3/500 Km to 3/535 Km and from 4/880 Km to 5/320 Km) in the District of Kandhamal under State Plan for the year 2025-26
2025_EICCL_116876_1
CCE_R and B_PLB_09 of 2025_26
Open Tender
Civil Works - Roads
Percentage
270 days
Phulbani
Please Refer Tender Documents
3 documents required · 3 mandatory
₹10,000
₹7.9 L
Yes
24 Mar 2026
19 Aug 2025
3 Sept 2025
19 Aug 2025
2 Sept 2025
19 Aug 2025
19 Aug 2025 - 1 Sept 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 |
|---|---|---|---|---|---|
| 1Road Proper Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge. | |||||
| 1.01 | Flexible Pavement | 64,866 | Sqm | 8.45 | ₹5,48,117.7 |
| 2Loosening, 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 for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision) | |||||
| 2.01 | Flexible Pavement | 9,729.9 | Cum | 36.05 | ₹3,50,762.89 |
| 3Construction of Granular sub-base by providing Grading-VI material as per table 400-2, 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 Specifications for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 3.01 | Flexible Pavement | 42.12 | Cum | 2,480.19 | ₹1,04,465.6 |
| 4Providing, 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 and technical specification as per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 4.01 | Flexible Pavement | 924.91 | Cum | 2,659.59 | ₹24,59,881.39 |
| 5Providing & applying primer coat with slow setting (SS-1) Bitumenn Emulsion on prepared surface of granular base includingclearing road surface and spraying primer @ 0.60 Kg / Sqm using mechinical means as per clause 501, 502 and section 900 and all relevant sections/ clauses of the specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 5.01 | Flexible Pavement | 6,078.05 | Sqm | 39.27 | ₹2,38,685.02 |
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