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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC PADIKKAL THATHA CHERI VATHMUKK | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹15,072 (3.96%)Rejected-Finance NA | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABDULLA KELOTH L1 | M.P.Thufail L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 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. | 150 | sqm | 80 ₹12,000 Lowest | 90 ₹13,500 |
| 1.00 | OD532981/2025-2026: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. | 7.5 | cum | 150 ₹1,125 Lowest | 200 ₹1,500 |
| 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. | 18.06 | cum | 2,200 ₹39,732 Lowest | 2,400 ₹43,344 |
| 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) | 38.34 | cum | 8,550 ₹3,27,807 Lowest | 8,800 ₹3,37,392 |
Tender Value
₹3.8 L
EMD Value
₹9,541
Closing Date
21 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 234 26 PUTHAN PURAYIL MUKK NARASIMHA MOORTHI TEMPLE MANGALAD ROAD Ward 13 General Civil Work
2026_LSGD_846857_1
10/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
₹845
₹9,541
15 Jul 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 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 | OD532981/2025-2026: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. | 1 | 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) | - | cum | - | - |
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