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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Prakashan VV L1 | Ajith V K L2 |
|---|---|---|---|---|---|
| 1.00ESTIMATE | |||||
| 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. | 79.2 | cum | 56.14 ₹4,446.29 | 57.57 ₹4,559.54 |
| 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. | 26.4 | cum | 2,033.77 ₹53,691.53 | 2,085.5 ₹55,057.20 |
| 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) | 39.6 | cum | 7,825.56 ₹3.1 L | 8,024.62 ₹3.2 L |
Tender Value
₹4.2 L
EMD Value
₹10,495
Closing Date
11 Mar 2026, 6:00 pmClosed
Asst Engineer
ASST Engineer Koodali GP
Proj43Kuruvappalam Maryangari Road Concrete
2026_LSGD_843608_1
TN-12/AE/LSGD/KDLY/2025-2026
Open Tender
Civil Works - Roads
180 days
Koodali
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,495
Yes
12 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
ESTIMATE
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.
4.11.2: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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