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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.1 Cr+₹50.6 L (11.1%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.3 Cr+₹71.0 L (15.6%)Admitted-Finance AT ARAPATA PO ARAPTA DIST MAYURBHANJ ODISHA | ARAPATA | MAYURBHANJ | ODISHA | L3 | Admitted-Finance | ||
| 4 | L4₹6.7 Cr+₹2.1 Cr (46.4%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹6.0 Cr
EMD Value
₹6.0 L
Closing Date
8 Sept 2026, 5:00 pmClosed
CCE, Eastern (R and B) Circle, Balasore
O/o CCE, Eastern (R and B) Circle, Balasore
Road Work
2026_EICCL_139627_1
CCEEC-12/2026-27
National Competitive Bid
Civil Works - Roads
Percentage
180 days
Mayurbhanj
4 documents required · 4 mandatory
₹10,000
₹6.0 L
Yes
28 Sept 2026
25 Aug 2026
9 Sept 2026
25 Aug 2026
8 Sept 2026
25 Aug 2026
25 Aug 2026 - 8 Sept 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 | CIVIL PORTION WORK :- Removal of BT Surface and stacking them away from work site within initial lead of 50 1RM.and initial lift of 1.5 1RM. As per direction of Engineer-in-charge. | 665 | Sqm | 18.24 | ₹12,129.6 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers. | 5,312 | cum | 74.85 | ₹3,97,603.2 |
| 3 | Disposal of excavatived earth with in all lifts and lead upto 1000 meters. | 5,312 | cum | 276.01 | ₹14,66,165.12 |
| 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. | 1,533.75 | Cum | 36.08 | ₹55,337.7 |
| 5 | Construction of granular sub-base by providing Gr.-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. | 2,085.9 | cum | 1,828.42 | ₹38,13,901.28 |
| 6 | Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charg | 346.41 | cum | 716.17 | ₹2,48,088.45 |
| 7 | Providing, 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. | 2,607.38 | cum | 2,260.44 | ₹58,93,826.05 |
| 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 10,429.5 | Sqm | 55.52 | ₹5,79,045.84 |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical means. | 19,706.4 | Sqm | 19.37 | ₹3,81,712.97 |
| 10 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total | 540.1 | cum | 12,711.55 | ₹68,65,508.16 |
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