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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | ₹5.7 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹5.8 LRejected-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | ₹5.8 L | L2 | Rejected-AOC 2 LOWEST |
| Sl No | Description | Qty | Unit | antony devassy L2 | SAJI K KOYA L1 |
|---|---|---|---|---|---|
| 1.00maintanence | |||||
| 1.00 | 2.14.1.B:Dismantling of Flexible Pavements <br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (I) By Manual Means <br> (B) Granular Courses | 18.56 | cum | 1,191.77 ₹22,119.25 | 1,184.18 ₹21,978.38 |
| 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. | 168 | sqm | 15.1 ₹2,536.80 | 15 ₹2,520 |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 16.8 | cum | 2,349.88 ₹39,477.98 | 2,334.92 ₹39,226.66 |
| 1.00 | OD462864/2025-2026: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 Engineerincharge. | 400 | sqm | 1,120.48 ₹4.5 L | 1,113.35 ₹4.5 L |
| 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) | 7.58 | cum | 8,663.09 ₹65,666.22 | 8,607.96 ₹65,248.34 |
Updated dates
Tender Value
₹6.1 L
EMD Value
₹15,323
Closing Date
4 Mar 2026, 10:00 amClosed
Assistant Engineer
MUNCIPAL OFFICE KOTHAMANGALAM
GENERAL-ANNUAL PROJECT 2025-26- PROJECT 361/26 Renovation of various roads in Ward 27-General Civil Work
2026_LSGD_839891_3
PW1-15352/22
Open Tender
Civil Works - Roads
180 days
Kothamangalam
please refer tender documents
7 documents required · 7 mandatory
₹1,355
₹15,323
30 May 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
maintanence
2.14.1.B:Dismantling of Flexible Pavements <br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (I) By Manual Means <br> (B) Granular Courses
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.
4.11.1: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> (i) Using naturally occuring gravel
OD462864/2025-2026: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 Engineerincharge.
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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