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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-Finance | ₹9.6 Cr | L1 | Accepted-Finance Lottery winner |
| 2 | L1₹9.6 CrAccepted-Finance | ₹9.6 Cr | L1 | Accepted-Finance L2 Lottery winner |
| 3 | L1₹9.6 CrRejected-Finance PLOT NO 1182 3294 SHANTI VIHAR ITER SQUARE PO PS KHANDAGIRI BHUBANESWAR DIST KHORDHA ODISHA 751030 | BHUBANESWAR | KHORDHA | ODISHA | 751030 | ₹9.6 Cr | L1 | Rejected-Finance other than lottery bidder |
| 4 | L1₹9.6 CrRejected-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹9.6 Cr | L1 | Rejected-Finance other than lottery bidder |
| 5 | L1₹9.6 CrRejected-Finance | ₹9.6 Cr | L1 | Rejected-Finance other than lottery bidder |
Tender Value
₹9.6 Cr
EMD Value
₹9.6 L
Closing Date
3 Feb 2026, 5:00 pmClosed
CCE Khordha RandB Circle Khordha
O/o the Chief Construction Engineer Khordha R and B Circle Khordha
Improvement such as widening and strengthening of Majhiakhanda-Kandarsingha Road from 0/00 km to 3/875 km in the district of Nayagarh under state plan for the year 2025-26.
2026_EICCL_124695_1
CCE KHORDHA Rand B CIRCLE 10 2025-26
Open Tender
Civil Works - Roads
Percentage
272 days
Nayagarh
3 documents required · 3 mandatory
₹10,000
₹9.6 L
Yes
17 Jun 2026
17 Jan 2026
4 Feb 2026
17 Jan 2026
3 Feb 2026
17 Jan 2026
17 Jan 2026 - 3 Feb 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 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 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 31,627.8 | sqm | 8.45 | ₹2,67,254.91 |
| 2 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 6,043.24 | sqm | 6.03 | ₹36,440.74 |
| 3 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 6,037.5 | sqm | 23.09 | ₹1,39,405.88 |
| 4 | Excavation for road way in ordinary rock with hydraulic excavator of 0.9cum 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 locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 8,387.9 | cum | 74.79 | ₹6,27,331.04 |
| 5 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 3,708.75 | cum | 36.05 | ₹1,33,700.44 |
| 6 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 4,050.68 | cum | 1,795.82 | ₹72,74,292.16 |
| 7 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 5,502.53 | cum | 2,157.3 | ₹1,18,70,607.97 |
| 8 | Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 20,602.5 | sqm | 36.3 | ₹7,47,870.75 |
| 9 | Providing and applying tack coat with medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 20,604 | sqm | 12.7 | ₹2,61,670.8 |
| 10 | Providing & laying Bituminous Macadam (Grading- II) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 1,030.13 | cum | 7,479.68 | ₹77,05,005.36 |
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