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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.5 L+₹45.36 (0.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.M.HARIDASAN L1 | SHAJITH TA L2 |
|---|---|---|---|---|---|
| 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. <br>(ii) Using Gravel mix soil. | 16.2 | cum | 2,282 ₹36,968.4 Lowest | 2,283.3 ₹36,989.46 |
| 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) | 24.3 | cum | 8,783 ₹2,13,426.9 Lowest | 8,784 ₹2,13,451.2 |
Tender Value
₹2.5 L
EMD Value
₹6,261
Closing Date
30 Sept 2026, 1:00 pmClosed
AE,LSGD SECTION ,PERUMANNA GP
AE,LSGD SECTION ,PERUMANNA GP
87/26-27 PERUMANNA GP-PAARAYULLA PALLI ROAD WARD 9
2026_LSGD_871615_1
AE/LSGD/PMN/26-27/T1
Open Tender
Civil Works - Roads
Item Rate
240 days
PERUMANNA GRAMA PANCHAYATH
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹6,261
Yes
3 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 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. <br>(ii) Using Gravel mix soil. | 16.2 | cum | - | - |
| 1.002 | 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) | 24.3 | cum | - | - |
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