BRR : 10380173
Tender Brief : Tender For Annual Plan-2024-25 Madhur Gp-Project No:555/24-25-Kollangana-Arthala Road Improvement-General Civil Work - Road concrete 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 OD502750/2024-2025:Granular sub-base/base/surface course with available departmental materials (Table 400.13) by mix in place method n... 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 OD502750/2024-2025:Granular sub-base/base/surface course with available departmental materials (Table 400.13) by mix in place method n... Read More
Tender Value
₹
2,53,182
Submission Date
20-03-2025
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 | 2,35,427.74 | L2 | |||
| 2 | cnet-technologies | Bid Analytics | 2,17,074.07 | L1 |
Work Detail
tender for annual plan-2024-25 madhur gp-project no:555/24-25-kollangana-arthala road improvement-general civil work - road concrete 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 od502750/2024-2025:granular sub-base/base/surface course with available departmental 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. <br>(ii) using gravel mix soil.(using departmental materials ) 4 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) 5 3.14:construction of subgrade and earthen shoulders
construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.
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 od502750/2024-2025:granular sub-base/base/surface course with available departmental 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. <br>(ii) using gravel mix soil.(using departmental materials ) 4 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) 5 3.14:construction of subgrade and earthen shoulders
construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.
View Original Notice/Document
Result Documents
Tender Documents
| Download | File Name | File Description |
|---|---|---|
| Download | f5060142-1c70-4090-bf85-7873e3d861e7 | Tender Documents |
| Download | 555AFF | Tender Documents |
| Download | Tendernotice_1 | Tender Documents |
| Download | Tendernotice_2 | Tender Documents |
| Download | Tendernotice_3 | Tender Documents |
| Download | BOQ_1213221 | Tender Documents |
| Download | FOT555 | Tender Documents |
| Download | SBD555 | Tender Documents |
| Download | 555PA | Tender Documents |
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