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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74,567.92Accepted-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | L1 | Accepted-AOC Agreement executed |
| Sl No | Description | Qty | Unit | Neelambaran.K L1 |
|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||
| 1.00 | 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. | 20 | sqm | 16.31 ₹326.2 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 4.8 | cum | 69.86 ₹335.33 Lowest |
| 1.00 | OD94857/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. DAR Mod 50.2.26.1 | 11.2 | cum | 473.21 ₹5,299.95 Lowest |
| 1.00 | 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. | 4 | cum | 2,531.2 ₹10,124.8 Lowest |
| 1.00 | 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) | 6 | cum | 9,746.94 ₹58,481.64 Lowest |
Tender Value
₹74,792
EMD Value
₹1,870
Closing Date
17 Feb 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC - OF - CELSGD - 76831 / 2025 - rgent repair of Gandhilane-Kairali Nagar road damaged in heavy rain in Sreekariyam ward-(Re Tender)
2025_LSGD_819044_2
DB/62983/2025-26(91)b
Open Tender
Civil Works - Roads
Item Rate
30 days
Sreekariyam ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹1,870
Yes
7 Jun 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
ROAD MAINTENANCE
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.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD94857/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. DAR Mod 50.2.26.1
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.
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)
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