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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹19,538.98 (4.71%)Rejected-AOC ASAMANNOOR | DHEMAJI | ASSAM | 787026 | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.5 L+₹39,934.80 (9.62%)Rejected-AOC 1207 SUB TREASURY KUNNATHUNAD | KANNUR | KERALA | 670001 | L3 | Rejected-AOC L3 | |
| 4 | L4₹4.6 L+₹47,314.80 (11.4%)Rejected-AOC ASAMANNOOR GRAMAPANCHAYATH ASAMANNOOR PO | KANNUR | KERALA | 670001 | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SUGATHAN C V L2 | basil paul L4 | K P PAULOSE L3 | Aemond Ventures Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 295.2 | sqm | 14.87 ₹4,389.62 | 16 ₹4,723.2 | 16 ₹4,723.2 | 14 ₹4,132.8 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 | 22.14 | cum | 3,100.89 ₹68,653.7 | 3,300 ₹73,062 | 3,100 ₹68,634 | 2,900 ₹64,206 Lowest |
| 1.00 | OD476674/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M 40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer-in-charge. | 295.2 | sqm | 1,077.94 ₹3,18,207.89 | 1,160 ₹3,42,432 | 1,150 ₹3,39,480 | 1,030 ₹3,04,056 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.08 | cum | 8,534.47 ₹43,320.97 | 8,300 ₹42,130.8 Lowest | 8,300 ₹42,130.8 Lowest | 8,400 ₹42,638.4 |
Tender Value
₹4.7 L
EMD Value
₹11,695
Closing Date
3 Mar 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Asamannoor Grama Panchayath.
RENOVATION
2026_LSGD_839346_1
57/AE/LIDEW/ASNR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Asamannoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,035
₹11,695
19 May 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
23 Feb 2026 - 3 Mar 2026
Road Renovation
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
OD476674/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M 40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer-in-charge.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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