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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical PADIKKAL THATHA CHERI VATHMUKK | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical NA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDULLA KELOTH L2 | M.P.Thufail L3 | SURESH KOORARA L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 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. | 291 | sqm | 50 ₹14,550 | 70 ₹20,370 | 13.79 ₹4,012.89 Lowest |
| 1.00 | OD494240/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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. &lt;br&gt;(ii) Using Gravel mix soil.( Modified 4.11.2) by deptl matrial. | 14.55 | cum | 100 ₹1,455 Lowest | 200 ₹2,910 | 175.8 ₹2,557.89 |
| 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. | 14.55 | cum | 2,300 ₹33,465 | 2,400 ₹34,920 | 2,141.74 ₹31,162.32 Lowest |
| 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) | 43.65 | cum | 8,550 ₹3,73,207.5 | 8,800 ₹3,84,120 | 8,239.83 ₹3,59,668.58 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
13 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION AYANCHERI GP 673542
Annual Plan Ayancheri GP 2025 26 Pro No 255 25 26 Tharopoyil RHS Ontham Road Ward 8 General Civil Work
2026_LSGD_842642_1
09/AE/LIWEW/AGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
AYANCHERI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,592
15 Jul 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD494240/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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. &lt;br&gt;(ii) Using Gravel mix soil.( Modified 4.11.2) by deptl matrial. | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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