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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.1 LAdmitted-Finance | ₹44.1 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KRISHNA KANTA KAKATI L1 |
|---|---|---|---|---|
| 1.00Road Works | ||||
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private land. | 2,837.5 | CUM | 270 ₹7.7 L |
| 3.00 | By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 | 87.5 | CUM | 3,400 ₹3.0 L |
| 4.00 | Providing Protection work with Bamboo palasading with sand filled bag along the erroded toe line of the river slope along the road in three row complete to restore the the flood damages as directed by the department | 500 | RM | 6,700.75 ₹33.5 L |
Tender Value
₹44.1 L
EMD Value
₹88,280
Closing Date
20 Mar 2026, 2:00 pmClosed
Executive Engineer, PWD
Executive Engineer, PWD Dhing and Rupahihat TRD
Recovery and Reconstruction of Changchaki Bakulaguri Road at Bakulaguri under NDRF (PDNA - 2022) for the year 2025-26.
2026_PWD_51862_1
TB/CS/PDNA/2025-26/233/1936
Open Tender
Civil Works – Roads
60 days
Raha
Please refer Tender documents.
5 documents required · 5 mandatory
₹450
Yes
₹88,280
Yes
8 Apr 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
Road Works
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private land.
By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
Providing Protection work with Bamboo palasading with sand filled bag along the erroded toe line of the river slope along the road in three row complete to restore the the flood damages as directed by the department
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