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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC OLAVANKAVIL HOUSE CHALICODE ELETTIL PO KODUVALLY 673572 | KOZHIKODE | KERALA | 673572 | L1 | Accepted-AOC lowest bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical higher than L1 | |
| 3 | Rejected-Technical KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | - | Rejected-Technical higher than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical higher than L1 | |
| 5 | Rejected-Technical | - | Rejected-Technical higher than L1 |
| Sl No | Description | Qty | Unit | SALIH N M L5 | RITHU M.V L2 | Suresh kumar.t.v L3 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L4 | ELETTIL LABOUR CONTRACT SOCIETY LTD L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 56.61 | cum | 12 ₹679.32 | 11.44 ₹647.62 | 50 ₹2,830.5 | 14.02 ₹793.67 | 11.35 ₹642.52 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 37.74 | cum | 2,350 ₹88,689 Lowest | 2,377.6 ₹89,730.62 | 2,460 ₹92,840.4 | 2,815.45 ₹1,06,255.08 | 2,359.14 ₹89,033.94 |
| 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) | 56.61 | cum | 8,500 ₹4,81,185 | 6,787.4 ₹3,84,234.71 | 7,027 ₹3,97,798.47 | 8,037.35 ₹4,54,994.38 | 6,735.06 ₹3,81,271.75 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,356
Closing Date
16 Sept 2026, 5:00 pmClosed
Shahul Hameed AM
Assistant engineer LID and EW Sub division Chelannur Block
Annual Plan 2026 27 chelannur Block Panchayath Pro No 132 Parayarukunnath unnathi foot path Kakkur Grama Panchayath
2026_LSGD_868612_3
2026-27/AE/LSGD/CBP/ PHASE 2
Open Tender
Civil Works - Roads
Item Rate
150 days
Chelannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,355
Yes
₹15,356
Yes
14 Oct 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 56.61 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 37.74 | cum | - | - |
| 1.003 | 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) | 56.61 | cum | - | - |
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