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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹1.1 L Quoted ₹1.2 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹1.3 LRejected-Finance MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | ₹1.3 L | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | L3₹1.4 LRejected-Finance MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | ₹1.4 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | RITHU M.V L1 | K.P.Ali L3 | ABDUL AZEEZ N K L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 14.05 | cum | 12.48 ₹175.32 | 55 ₹772.64 | 60 ₹842.88 |
| 1.00 | OD410226/2025-2026:(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 | 7.02 | cum | 2,434 ₹17,096.42 | 2,800 ₹19,667.20 | 2,500 ₹17,560 |
| 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) | 14.05 | cum | 7,402.28 ₹1.0 L | 8,400 ₹1.2 L | 7,900 ₹1.1 L |
Tender Value
₹1.4 L
EMD Value
₹3,598
Closing Date
19 Jan 2026, 6:00 pmClosed
Aswathy S Prasad
Office of The Assistant Engineer LIDEW Section Madavoor GP
Improvement
2026_LSGD_826700_2
T9/AE/MDR/2025-26
Open Tender
Civil Works - Roads
Madavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,598
Yes
3 Mar 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
Road Concreting
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD410226/2025-2026:(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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