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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹4.9 LAccepted-AOC | ₹4.9 L | Li | Accepted-AOC agt |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SANTHOSH KUMAR T CONTRACTOR L1 | BABU B CONTRACTOR L3 | K.GOPALAKRISHNA PILLAI L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | OD425220/2025-2026:Surface dressing of the ground in All kinds of soil including removing& vegetation and in-equalities not exceeding 15 cm deep and
disposal of rubbish, lead up to 50 m and lift up to 1.50m | 321 | sqm | 35 ₹11,235 Lowest | 36.75 ₹11,796.75 | 36.17 ₹11,610.57 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 21.6 | cum | 30 ₹648 Lowest | 50 ₹1,080 | 434.57 ₹9,386.71 |
| 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. (i) Using naturally occuring gravel | 32.1 | cum | 2,300 ₹73,830 Lowest | 2,484.07 ₹79,738.65 | 2,445.07 ₹78,486.75 |
| 1.00 | OD198063/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504.(MORD 60.7.1 modified,edge blocks
excluded,bedding layer as 6mm metal,carriage of CC paver blocks and hire charges of plate | 299.6 | sqm | 1,120 ₹3,35,552 Lowest | 1,150 ₹3,44,540 | 1,124.07 ₹3,36,771.37 |
| 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) | 6.67 | cum | 9,550 ₹63,679.4 | 9,563.75 ₹63,771.09 | 9,042.5 ₹60,295.39 Lowest |
| 1.01 | OD198076/2025-2026:Supplying and Fixing name board of size 75*60cm size using GI pipe as post and 1mm thick
MS sheet surrounded By MS angles including painting lettering and fixing in concrete etc as per
direction of Engineer-in-charge | 1 | each | 2,130 ₹2,130 Lowest | 2,130.5 ₹2,130.5 | 4,314.19 ₹4,314.19 |
Tender Value
₹5.1 L
EMD Value
₹12,703
Closing Date
16 Feb 2026, 11:00 amClosed
DIVYA G V
Office of the Assistant Engineer, LID EW Section, Thrikkovilvattam Grama Panchayat
THRIKKOVILVATTOM GP PROJECT NO 455/2025-26-THUNDIL MUKKU PALAVILAKUTTY ROAD MAINTENANCE
2026_LSGD_833868_2
05/AE/LIDEW/TKVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKOVILVATTOM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,703
Yes
21 Aug 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD425220/2025-2026:Surface dressing of the ground in All kinds of soil including removing& vegetation and in-equalities not exceeding 15 cm deep and
disposal of rubbish, lead up to 50 m and lift up to 1.50m | - | sqm | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | 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. (i) Using naturally occuring gravel | - | cum | - | - |
| 1.004 | OD198063/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504.(MORD 60.7.1 modified,edge blocks
excluded,bedding layer as 6mm metal,carriage of CC paver blocks and hire charges of plate | - | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | OD198076/2025-2026:Supplying and Fixing name board of size 75*60cm size using GI pipe as post and 1mm thick
MS sheet surrounded By MS angles including painting lettering and fixing in concrete etc as per
direction of Engineer-in-charge | - | each | - | - |
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