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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.2 LAccepted-Finance | ₹96.2 L | L1 | Accepted-Finance The bidder possess 1st lowest Position |
| 2 | L2₹99.0 L+₹2.8 L (2.91%)Rejected-Finance | ₹99.0 L+₹2.8 L (2.91%) | L2 | Rejected-Finance The bidder possess 2nd lowest Position |
| 3 | L3₹1.0 Cr+₹6.8 L (7.07%)Rejected-Finance AT ICHHAPUR P O P S BALIKUDA DISTRICT JAGATSINGHPUR PIN 754108 | BALIKUDA | JAGATSINGHPUR | ODISHA | 754108 | ₹1.0 Cr+₹6.8 L (7.07%) | L3 | Rejected-Finance The bidder possess 3rd lowest Position |
| 4 | L4₹1.0 Cr+₹7.1 L (7.34%)Rejected-Finance AT JHINITISASAN PO JHINITISASAN PS BALIPATNA DIST KHORDHA PIN 752100 | JHINITISASAN | KHORDHA | ODISHA | 752100 | ₹1.0 Cr+₹7.1 L (7.34%) | L4 | Rejected-Finance The bidder possess 4th lowest Position |
| 5 | L5₹1.0 Cr+₹8.3 L (8.66%)Rejected-Finance A PO BADAPOKHARIA NILIGIRIPATNA TANGI | TANGI | CUTTACK | ODISHA | 752019 | ₹1.0 Cr+₹8.3 L (8.66%) | L5 | Rejected-Finance The bidder possess 5th lowest Position |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
23 Mar 2026, 5:00 pmClosed
CHIEFCONSTRUCTIONENGINEERCENTRALRANDBCIRCLEBBSR
OFFICE OF THE CHIEF CONSTRUCTION ENGINEER, CENTRAL RANDB CIRCLE,BHUBANESWAR
Improvement such as widening and strengthening of road from Baramunda High School to NH 5 from 0.000 Km to 0.780 Km in the District of Khordha for the year 2025-26.
2026_EICCL_127226_2
TENDER CALL NOTICE NO.26 OF 2025-26
Open Tender
Civil Works - Roads
Percentage
90 days
Bhubaneswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.4 L
Yes
31 May 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 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. | 2,340 | Sqm | 8.45 | ₹19,773 |
| 2 | 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. | 351 | Cum | 36.05 | ₹12,653.55 |
| 3 | Earth work in excavation in all kinds of soil for road way construction as per approved drawings and levels, including rough dressing and depositing the excavated soil at road site for reuse and removal of unserviceable materials within a lead of 1000m, etc complete as per Clause no. 301 of technical specification for Road & Bridge works MORT&H (5th revision) and as per direction of Engineer-in-Charge. | 2,533.9 | Cum | 74.79 | ₹1,89,510.01 |
| 4 | Providing and fixing of road stud 100x100mm, diecast in aluminium. resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as |per BS:873 (Part 4) 1973. | 141.9 | Nos | 282 | ₹40,015.8 |
| 5 | 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. | 351 | Cum | 2,479.82 | ₹8,70,416.82 |
| 6 | 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 | 585 | Cum | 2,637.47 | ₹15,42,919.95 |
| 7 | Providing and applying primer coat with slow 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. | 2,340 | Sqm | 35.54 | ₹83,163.6 |
| 8 | Providing and applying tack coat with rapid 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. | 7,800 | Sqm | 12.71 | ₹99,138 |
| 9 | Providing & laying compacted 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 | 117 | Cum | 7,820.5 | ₹9,14,998.5 |
| 10 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of @ 4.5 % by weight of total mix and filler of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge | 204.75 | Cum | 10,120.22 | ₹20,72,115.05 |
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