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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC | ₹5.5 Cr | L1 | Accepted-AOC Success in lottery |
| 2 | L3₹5.1 Cr−₹43.5 L (7.89%)Accepted-Finance | ₹5.1 Cr−₹43.5 L (7.89%) | L3 | Accepted-Finance |
| 3 | L4₹4.8 Cr−₹66.5 L (12.1%)Accepted-Finance | ₹4.8 Cr−₹66.5 L (12.1%) | L4 | Accepted-Finance |
| 4 | L1₹5.5 CrRejected-AOC AT PO NUAPADA PS K NUAGAN DIST GANJAM ODISHA PIN 761011 | GANJAM | ODISHA | 761011 | ₹5.5 Cr | L1 | Rejected-AOC Unsuccess in lottery |
| 5 | L1₹5.5 CrRejected-AOC BRIT COLONY GOSANINUAGAM WARD NO 14 CITY HIGH SCHOOL ROAD BERHAMPUR GANJAM | GANJAM | ODISHA | 760001 | ₹5.5 Cr | L1 | Rejected-AOC Unsuccess in lottery |
Tender Value
₹6.5 Cr
EMD Value
₹6.5 L
Closing Date
8 Jan 2026, 5:30 pmClosed
Chief Construction Engineer
Southern Circle RandB,Courtpeta, Berhampur
Improvement of Patpur Bhuabandha road (ODR) from 0/000 km to 3/813 km
2025_EICCL_123837_1
CCE,SC RandB-BAM-09/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
Patpur Bhuabandha Ganjam
2 documents required · 2 mandatory
₹10,000
₹6.5 L
Yes
2 May 2026
25 Dec 2025
9 Jan 2026
25 Dec 2025
8 Jan 2026
25 Dec 2025
25 Dec 2025 - 7 Jan 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 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 incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 30,759.52 | sqm | 8.45 | ₹2,59,917.94 |
| 2 | Excavation 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 requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 3,976.06 | cum | 74.79 | ₹2,97,369.53 |
| 3 | 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 of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of Engineer-In-Charge. | 5,966.57 | cum | 35.83 | ₹2,13,782.2 |
| 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 incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 2,249.29 | cum | 36.05 | ₹81,086.9 |
| 5 | Construction of embankment with approved material obtained from borrow pits minimum 8 CBR with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). and direction of the Engineer-in-charge. | 12,366.65 | cum | 203.79 | ₹25,20,199.6 |
| 6 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material upto 1000m lead as per Technical Specifications and Clause 305.4.3 of MoRT&H Specifications for Road & Bridge works (5th Revision). and direction of the Engineer-in-charge. | 16,829.74 | sqm | 6.03 | ₹1,01,483.33 |
| 7 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Bridge Works 4th Revision as per direction of Engineer-In-Charge. | 21,037.17 | sqm | 23.8 | ₹5,00,684.65 |
| 8 | Construction of Granular Sub-Base by providing Grading-VI material, 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 etc complete and direction of the Engineer-in-charge. | 3,027.54 | cum | 1,905.14 | ₹57,67,887.56 |
| 9 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials 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 etc complete and as per OPWD Specification and direction of Engineer-In-Charge. | 3,691.07 | cum | 2,264.9 | ₹83,59,904.44 |
| 10 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer (SS) at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and direction of the Engineer-in-Charge | 27,937.17 | sqm | 36.83 | ₹10,28,925.97 |
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