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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AT M V 62 PO GIRIKANPALLI DIST MALKANGIRI PIN 764045 | MALKANGIRI | MALKANGIRI | ODISHA | 764045 | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical AT SITARAM NAGAR PO SEMILIGUDA DIST KORAPUT | Accepted-Technical QUALIFIED |
| 3 | Accepted-Technical GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | Accepted-Technical QUALIFIED |
| 4 | Accepted-Technical WARD NO 14 MALKANGIRI NAC PO MALKANGIRI DIST MALKANGIRI 764048 | MALKANGIRI | ODISHA | 764048 | Accepted-Technical QUALIFIED |
| 5 | Accepted-Technical | Accepted-Technical QUALIFIED |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
19 Feb 2026, 5:00 pmClosed
Chief Construction Engineer
Rural Works Circle, Sunabeda, At-Sunabeda-1, Near Jagannath Temple, PIN-763001, Dist-Koraput
Improvement to R.D. road - Guntawada Road in the District of Malkangiri under MMSY-Improvement to Existing RD Road for the year 2025-26.
2026_CERWI_124893_8
CCERWCSBD Online - 27/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
367 days
MALKANGIRI
4 documents required · 4 mandatory
₹10,000
₹7.6 L
Yes
14 Jun 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
4 Feb 2026 - 18 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 grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area 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 as per specification and as per the direction of Engineer -in –charge. | - | Sqm | 8.44 | - |
| 2 | Dismantling of Cement Concrete Grade M-15 & M20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | - | Cum | 858.58 | - |
| 3 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | - | - | - | - |
| 4 | Upto 600mm dia | - | Rm | 291.53 | - |
| 5 | Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge. | - | Sqm | 6.03 | - |
| 6 | Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer-in-charge. | - | Sqm | 23.54 | - |
| 7 | 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 complete and as per specification and as per the direction of Engineer -in –charge. | - | Cum | 74.79 | - |
| 8 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. | - | Cum | 201 | - |
| 9 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | - | Cum | 50.4 | - |
| 10 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 of MoSRT&H Specification for Road & Bridge works (4 th Revision) | 1 | Cum | 2,843.94 | ₹2,841.1 |
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