BRR : 8250609
Tender Brief : Tender For Annual Plan-Melukavu G.P.2025-26Pro.No:140/26 Piousmountmayiladumpara Road Maintenance(Amount:-323501/-)- In Ward No:10-General Civil Work-1 - maintanence 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 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 co... 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 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 co... Read More
Tender Value
₹
2,73,906
Contract Value
₹ 2,16,385.56
Saving / Difference
₹ 57,520
▲
Submission Date
18-09-2025
Contract Date
13-11-2025
Completion Date
240 days
Participated Bidder List
2 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 2,46,814.51 | L2 | |||
| 2 | cnet-technologies | Bid Analytics | 2,16,385.56 | L1 |
Work Detail
tender for annual plan-melukavu g.p.2025-26pro.no:140/26 piousmountmayiladumpara road maintenance(amount:-323501/-)- in ward no:10-general civil work-1 - maintanence 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 75.8.1.1.a:providing plain cement concrete for wearing coat cc 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) nominal mix (1:2:4) 4 od223506/2025-2026:supplying and laying interlocking cc paver block tiles ,80mm or nearest size thickness,minimum strength m40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (morth 55.23 modified) 5 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.
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 75.8.1.1.a:providing plain cement concrete for wearing coat cc 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) nominal mix (1:2:4) 4 od223506/2025-2026:supplying and laying interlocking cc paver block tiles ,80mm or nearest size thickness,minimum strength m40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (morth 55.23 modified) 5 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.
View Original Notice/Document
Result Documents
Tender Documents
| Download | File Name | File Description |
|---|---|---|
| Download | 2eef6bd3-97ee-4542-b442-cb3339abbd40 | Tender Documents |
| Download | AFFIDAVIT | Tender Documents |
| Download | BOQ_1315574 | Tender Documents |
| Download | EPAYMENTFORM | Tender Documents |
| Download | TENDERFORM | Tender Documents |
| Download | Tendernotice_1 | Tender Documents |
| Download | INTEGRITYPACT | Tender Documents |
| Download | PRILIMINARYAGREEMENT | Tender Documents |
| Download | SBD | 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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