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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC agreement exicuted on 9/07/2026 | |
| 2 | L2₹6.6 L+₹41,182.43 (6.66%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | L3₹7.0 L+₹79,623.43 (12.9%)Rejected-Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L3 | Rejected-Finance THIRD LOWEST | |
| 4 | L4₹7.1 L+₹86,572.47 (14.0%)Rejected-Finance | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | ABAS V I L4 | RENJITH MANUEL L3 | Mujeeb O M L2 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00PAVING TILE AND MAINTENANCE | |||||||
| 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. | 567.2 | sqm | 15.69 ₹8,899.37 | 16 ₹9,075.2 | 100 ₹56,720 | 13.89 ₹7,878.41 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 | 40.03 | cum | 3,271.12 ₹1,30,949.48 | 3,100 ₹1,24,099.2 | 300 ₹12,009.6 Lowest | 2,157 ₹86,349.02 |
| 1.00 | OD488307/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 493.8 | sqm | 1,024.47 ₹5,05,883.29 | 1,030 ₹5,08,614 | 1,120 ₹5,53,056 | 955.26 ₹4,71,707.39 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) | 6.36 | cum | 9,372.68 ₹59,591.5 | 8,900 ₹56,586.2 | 6,000 ₹38,148 Lowest | 8,307.07 ₹52,816.35 |
Tender Value
₹7.2 L
EMD Value
₹17,993
Closing Date
16 Mar 2026, 2:00 pmClosed
Assistant Engineer
LID EW Thodupuzha Municipality
MAINTENANCE OF TOWN HALL AND PAVING TILE WARD 36-THODUPUZHA MUNICIPALITY
2026_LSGD_844847_4
01/AE/LIDEW/TDPA/M/2025-26
Open Tender
Civil Works - Others
Item Rate
330 days
Thodupuzha Municpality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹17,993
Yes
14 Jul 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
7 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PAVING TILE AND MAINTENANCE | |||||
| 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 | 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 | 1 | cum | - | - |
| 1.003 | OD488307/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | - | sqm | - | - |
| 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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