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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L1₹4.8 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L1₹4.8 CrAdmitted-Finance AT BAMPADA PO CHHANPUR DIST BALASORE | BALASORE | ODISHA | L1 | Admitted-Finance | ||
| 4 | L1₹4.8 CrAdmitted-Finance AT MANDURKULA PO MANDURKULA VIA BASTA DIST BALASORE PIN 756029 | BALASORE | ODISHA | 756029 | L1 | Admitted-Finance | ||
| 5 | L1₹4.8 CrAdmitted-Finance AT HABALAGAND PATANA PO DASHIPUR DIST KENDRAPARA PIN 754219 | KENDRAPARA | KENDRAPARA | ODISHA | 754219 | L1 | Admitted-Finance |
Tender Value
₹4.8 Cr
EMD Value
₹4.8 L
Closing Date
24 Jul 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CCE, Eastern (R and B) Circle, Balasore
O/o CCE, Eastern (R and B) Circle, Balasore.
Road Work.
2026_EICCL_134834_1
CCEEC-06-2026-27
National Competitive Bid
Civil Works - Roads
Percentage
180 days
Balasore
4 documents required · 4 mandatory
₹10,000
₹4.8 L
Yes
5 Nov 2026
10 Jul 2026
27 Jul 2026
10 Jul 2026
24 Jul 2026
10 Jul 2026
10 Jul 2026 - 22 Jul 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. | 32,016 | sqm | 8.45 | ₹2,70,535.2 |
| 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. | 964.03 | cum | 74.79 | ₹72,099.8 |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of table 300-2. | 793.49 | cum | 35.83 | ₹28,430.75 |
| 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. | 75.64 | cum | 36.05 | ₹2,726.82 |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 2,067.39 | cum | 203.79 | ₹4,21,313.41 |
| 6 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and leads upto 1000 metres as per clause 501.8.3.2 MOSRT&H specification for Road& Bridge works (4th revision). | 390 | sqm | 6.03 | ₹2,351.7 |
| 7 | 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 | 77.15 | cum | 2,532.86 | ₹1,95,410.15 |
| 8 | 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 182.33 | cum | 2,795.85 | ₹5,09,767.33 |
| 9 | Providing and applying Primer Coat with emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm. using mechanical means as per clause 502 of MORT&H specifications for road & bridge works (4th revision). | 729.3 | sqm | 33.93 | ₹24,745.15 |
| 10 | Providing and applying tack coat with emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 59,368.2 | sqm | 11.93 | ₹7,08,262.63 |
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