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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC Agreement Executed on 10-03-2026 | |
| 2 | L2₹6.0 L+₹11,912.50 (2.01%)Rejected-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹6.2 L+₹25,920.87 (4.37%)Rejected-Finance | L3 | Rejected-Finance Third Lowest | |
| 4 | L4₹6.4 L+₹50,462.93 (8.52%)Rejected-Finance | L4 | Rejected-Finance Fourth Lowest |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 | ANANDU S VIJAY L4 | JALEEL JABBAR L2 | ASHRAF E K L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.00 | OD425755/2025-2026:Sectioning up to 150mm and forming the surface for old road way leveling ,cambering
etc.coplete as per the direction of engineer in charge. | 214.2 | sqm | 28 ₹5,997.6 | 29 ₹6,211.8 | 14.08 ₹3,015.94 Lowest | 26 ₹5,569.2 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 266 | sqm | 14 ₹3,724 Lowest | 15 ₹3,990 | 58.81 ₹15,643.46 | 14 ₹3,724 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 45.24 | cum | 2,600 ₹1,17,626.6 | 3,127 ₹1,41,468.61 | 2,195.92 ₹99,345.62 Lowest | 2,800 ₹1,26,674.8 |
| 1.00 | OD389598/2025-2026: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. | 452.41 | sqm | 930 ₹4,20,741.3 Lowest | 979 ₹4,42,909.39 | 970.68 ₹4,39,145.34 | 967 ₹4,37,480.47 |
| 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) | 5.62 | cum | 7,900 ₹44,390.1 Lowest | 8,607 ₹48,362.73 | 8,407.5 ₹47,241.74 | 8,000 ₹44,952 |
Tender Value
₹6.9 L
EMD Value
₹17,163
Closing Date
10 Feb 2026, 2:00 pmClosed
Assistant Engineer
LID EW Thodupuzha Municipality
Municipality Laying of Interlock Paving Block in Anakkood Chathanmala Kaltex Pumpu Road-Interlock Paving Block in Anakkood Chathanmala Kaltex Pumpu Road General Civil Work
2026_LSGD_833297_5
01/AE/LIDEW/TDPA/M/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thodupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,515
Yes
₹17,163
Yes
15 Jun 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
4 Feb 2026 - 10 Feb 2026
ROAD WORK
OD425755/2025-2026:Sectioning up to 150mm and forming the surface for old road way leveling ,cambering etc.coplete as per the direction of engineer in charge.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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) (A) By Mix in Place Method 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. (i) For Grading I Material
OD389598/2025-2026: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.
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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