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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance | -12.25% | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.0 Cr+₹85.6 L (14.0%)Admitted-Finance PLOT NO 699 NEAR LAXMI MANDAP P O BARAMUNDA P S KHANDAGIRI BHUBANESWAR | BHUBANESWAR | ODISHA | +0.00% | ₹7.0 Cr+₹85.6 L (14.0%) | L2 | Admitted-Finance |
| 3 | L2₹7.0 Cr+₹85.6 L (14.0%)Admitted-Finance HOUSE NO 604 HABITAT STREET PLOT 604 RASULGARH VILLAGE LOCAL AREA NAME WARD NO 37 GP WARD WARD NO 37 P O RASULGARH P S MANCHESWAR BLOCK ULB BHUBANESWAR MC DIST KHURDHA 751010 ODISHA | KHORDHA | ODISHA | 751010 | +0.00% | ₹7.0 Cr+₹85.6 L (14.0%) | L2 | Admitted-Finance |
| 4 | L2₹7.0 Cr+₹85.6 L (14.0%)Admitted-Finance | +0.00% | ₹7.0 Cr+₹85.6 L (14.0%) | L2 | Admitted-Finance |
| 5 | L2₹7.0 Cr+₹85.6 L (14.0%)Admitted-Finance | +0.00% | ₹7.0 Cr+₹85.6 L (14.0%) | L2 | Admitted-Finance |
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
18 Mar 2026, 5:00 pmClosed
CHIEFCONSTRUCTIONENGINEERCENTRALRANDBCIRCLEBBSR
OFFICE OF THE CHIEF CONSTRUCTION ENGINEER, CENTRAL RANDB CIRCLE,BHUBANESWAR
Improvement such as widening and strengthening of Delang-Kanas road from 1.800 K to 4.800 Km in the District of Puri under State Plan for the year 2025-26.
2026_EICCL_127015_1
TENDER CALL NOTICE NO.23 OF 2025-26
Open Tender
Civil Works - Roads
Percentage
300 days
Bhubaneswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹7.0 L
Yes
25 May 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
18 Mar 2026
9 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 | Cleaning and grubbing road land including uprooting 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. | 11,903.6 | Sqm | 8.45 | ₹1,00,585.42 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified matrial with all lead and lift etc. complete. | 14,879.5 | Sqm | 6.03 | ₹89,723.39 |
| 3 | Reworking or Rerolling the scrified bituminous surface suitably after supplementing the base materials with Sand and compacting finished surface. | 14,879.5 | Sqm | 17.43 | ₹2,59,349.69 |
| 4 | 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. | - | Cum | 74.79 | - |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting. | 1,727.91 | Cum | 35.83 | ₹61,911.02 |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoRT&H Specifications for Road & Bridge works(5th Revision) | 30,668.1 | Cum | 203.79 | ₹62,49,852.1 |
| 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 | 4,371.01 | Cum | 2,462.13 | ₹1,07,61,994.85 |
| 8 | 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 . | 5,311.99 | Cum | 2,626.62 | ₹1,39,52,579.17 |
| 9 | 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). | 21,247.93 | Sqm | 36 | ₹7,64,925.48 |
| 10 | Providing and applying tack coat with bitumen emulsion on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no.501.5.2, 502 of MoRT&H specification and direction of the EIC | 21,247.93 | Sqm | 12.59 | ₹2,67,511.44 |
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