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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78,657.22Accepted-Finance KANIYAN KUDY VILLEGE CHOORAMUDY RESIDING AT | MADURAI | TAMIL NADU | 625001 | L1 | Accepted-Finance ELIGIBLE FOR AOC | |
| 2 | L2₹81,786.60+₹3,129.38 (3.98%)Rejected-Finance PANAMPILLY HOUSE IRINGOLE PO PERUMBYOOR PIN 683548 | PERUMBAVOOR | ERNAKULAM | KERALA | 683548 | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| Sl No | Description | Qty | Unit | K N KAILASANATHAN L1 | SURESH P R L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE CUTTING AND TILE LAYING | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.65 | cum | 1,705.69 ₹6,217.24 Lowest | 1,773.56 ₹6,464.63 |
| 1.00 | 6.1.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 | 4.05 | cum | 3,104.23 ₹12,572.13 Lowest | 3,227.73 ₹13,072.31 |
| 1.00 | OD371822/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 40.5 | sqm | 1,270.85 ₹51,469.43 Lowest | 1,321.41 ₹53,517.11 |
| 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) | 0.98 | cum | 8,543.66 ₹8,398.42 Lowest | 8,883.57 ₹8,732.55 |
Tender Value
₹84,578
EMD Value
₹2,114
Closing Date
16 Jan 2026, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
RE-TENDER Rayamangalam GP 485/25-26 BUS STAND ,KURUPPAMPADY BUSSTAND MAINTANANCE-General Civil Work
2026_LSGD_826218_4
ET12/RYM/25-26
Open Tender
Civil Works - Roads
Item Rate
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,114
Yes
16 Jun 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
16 Jan 2026
7 Jan 2026
CONCRETE CUTTING AND TILE LAYING
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
6.1.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
OD371822/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all 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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