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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82,020.75Accepted-AOC | ₹82,020.75 | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹84,514.50Rejected-Finance | ₹84,514.50 | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | RATHNAKARAN K L2 | ABDUL HAKKEEM V P L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | OD491051/2025-2026:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT
)Preparation of Foundation for Embankment plugging/ Scarifying Existing Bituminous Surface
to a Depth of 100 mm by Mechanical Means Scarifying/plugging the existing bituminous road
surface to a depth of 100 mm to prepare foundation for granular layers | 52.5 | sqm | 9.1 ₹477.75 | 9 ₹472.50 |
| 1.00 | OD491050/2025-2026:(Modified 4.1.A.1 without roller) Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method Construction of granular sub-base by providing well graded
material, spreading in uniform layers on prepared surface, mixing by mix in place method (i)
For Grading I Material | 5.25 | cum | 2,888 ₹15,162 | 2,888 ₹15,162 |
| 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) | 7.88 | cum | 8,746 ₹68,874.75 | 8,430 ₹66,386.25 |
Tender Value
₹84,516
EMD Value
₹2,113
Closing Date
5 Mar 2026, 4:00 pmClosed
ASWATHY S PRASAD
Office of the Assistant Engineer LID EW Section MADAVOOR Grama Panchayat
Construction
2026_LSGD_840679_16
T12/AE/MDR/2025-26
Open Tender
Civil Works - Roads
365 days
MADAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,113
Yes
2 Jun 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
DETAILED ESTIMATE
OD491051/2025-2026:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT )Preparation of Foundation for Embankment plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means Scarifying/plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers
OD491050/2025-2026:(Modified 4.1.A.1 without roller) Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method (i) For Grading I Material
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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