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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC FIRST |
| 2 | L2₹2.8 LRejected-AOC | ₹2.8 L | L2 | Rejected-AOC SECOND |
| 3 | Rejected-Technical KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | MANOJ P L4 | ANILKUMAR.N L1 | RAVEENDRAN K L2 | manoj L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 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. | 21.88 | cum | 2,078 ₹45,456.25 | 1,872.3 ₹40,956.56 | 1,917.97 ₹41,955.59 | 2,004.74 ₹43,853.69 |
| 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) | 32.81 | cum | 7,993 ₹2.6 L | 7,203.27 ₹2.4 L | 7,378.96 ₹2.4 L | 7,712.77 ₹2.5 L |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
20 Mar 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
397/2026,Asharikkandi Kalathingal Link road concrete in ward-4
2026_LSGD_846873_1
AE/OLV/10/25
Open Tender
Civil Works - Others
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹750
Yes
₹8,455
Yes
9 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
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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