BRR : 8095728
Tender Brief : Tender For Annual Plan-Ajanur Gp,Pro.No.170/25-26-Maintenance Of Thanathinkal Road-General Civil Work - Road maintanance 2 3.2:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD197480/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of g... Read More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD197480/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of g... Read More
Tender Value
₹
4,71,749
Contract Value
₹ 3,71,904.34
Saving / Difference
₹ 99,845
▲
Submission Date
12-09-2025
Contract Date
13-10-2025
Completion Date
180 days
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | 3,71,904.34 | L1 | |||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for annual plan-ajanur gp,pro.no.170/25-26-maintenance of thanathinkal road-general civil work - road maintanance 2 3.2:preparation of foundation for embankment
scarifying existing bituminous surface to a depth of 150 mm by mechanical means
scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 3 od197480/2025-2026:granular sub-base/base/surface course with serviceable material available during scarifying of existing road. construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.( modified 4.11.2) 4 4.11.2:granular sub-base/base/surface course with local materials (table 400.13) by mix in place method normal. construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.
(ii) using gravel mix soil. 5 75.8.1:providing plain cement concrete for road work cc 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) nominal mix (1:2:4)
scarifying existing bituminous surface to a depth of 150 mm by mechanical means
scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 3 od197480/2025-2026:granular sub-base/base/surface course with serviceable material available during scarifying of existing road. construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.( modified 4.11.2) 4 4.11.2:granular sub-base/base/surface course with local materials (table 400.13) by mix in place method normal. construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.
(ii) using gravel mix soil. 5 75.8.1:providing plain cement concrete for road work cc 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) nominal mix (1:2:4)
View Original Notice/Document
Result Documents
Tender Documents
| Download | File Name | File Description |
|---|---|---|
| Download | 2bd5a9a6-6ba8-4089-b3fc-5d9e2d456536 | Tender Documents |
| Download | BOQ_1309948 | Tender Documents |
| Download | PRILI170 | Tender Documents |
| Download | SBD170 | Tender Documents |
| Download | Tendernotice_1 | Tender Documents |
| Download | Tendernotice_2 | Tender Documents |
| Download | Tendernotice_3 | Tender Documents |
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✦ ✦ ✦
Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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