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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85,409.72Accepted-AOC | ₹85,409.72 | L1 | Accepted-AOC L1 |
| 2 | L2₹89,424Rejected-Finance ILAMANA MARAKATTANTH H PINTHIRAKKAVU 673019 | PINTHIRAKKAVU | KOZHIKODE | KERALA | 673019 | ₹89,424 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | KANNADATHIL SREENIVASAN L1 | PRAKASAN E M L2 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 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. | 5.32 | cum | 2,283.3 ₹12,147.16 | 2,700 ₹14,364 |
| 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) | 8.34 | cum | 8,784.48 ₹73,262.56 | 9,000 ₹75,060 |
Tender Value
₹85,410
EMD Value
₹2,135
Closing Date
2 Mar 2026, 4:30 pmClosed
AE,LID AND EW, PERUMANNA GP, KOZHIKODE
AE,LID AND EW, PERUMANNA GP, KOZHIKODE
327/25-26 PERUMANNA GP KANNAM CHINNAM PALAM KARIMPAYIL THAZHAM ROAD WARD - 1
2026_LSGD_839584_1
AE/LSGD/PMN/25-26/T10
Open Tender
Civil Works - Roads
240 days
PERUMANNA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹2,135
Yes
10 Apr 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
concrete
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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