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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | ₹3.9 L | 1 | Accepted-AOC 1 |
| 2 | 2₹4.0 L+₹15,551 (4.03%)Rejected-AOC | ₹4.0 L+₹15,551 (4.03%) | 2 | Rejected-AOC 2 |
| 3 | 3₹4.1 L+₹28,910 (7.50%)Rejected-AOC | ₹4.1 L+₹28,910 (7.50%) | 3 | Rejected-AOC 3 |
| Sl No | Description | Qty | Unit | M J NIJAM L3 | VINOD D PILLAI L1 | Nithin Rai L2 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||
| 1.00 | OD478339/2025-2026:: Surface dressingof the ground in allkinds of soilincluding removing vegetation andin equalitiesnot exeeding 15cm deep and disposal of rubbish lead up to 50m&lift up to1.5m | 268.2 | 1 sqm | 36.75 ₹9,856.35 | 34.18 ₹9,167.08 Lowest | 35.56 ₹9,537.19 |
| 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) | 8.3 | cum | 9,563 ₹79,353.77 | 8,894.29 ₹73,804.82 Lowest | 9,252.93 ₹76,780.81 |
| 1.00 | 4.11.2: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>(ii) Using Gravel mix soil. | 23.82 | cum | 2,484 ₹59,168.88 | 2,310.19 ₹55,028.73 Lowest | 2,403.34 ₹57,247.56 |
| 1.00 | OD478338/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 235.8 | sqm | 1,129 ₹2,66,218.2 | 1,050.41 ₹2,47,686.68 Lowest | 1,092.76 ₹2,57,672.81 |
Tender Value
₹4.1 L
EMD Value
₹6,356
Closing Date
13 Mar 2026, 6:00 pmClosed
JOBBY.K
Office of the Assistant Engineer LID EW section Vilakkudy GP
Annual Plan-Pr No 352/2025-26 Thannnithadam Marangad Road Maintenance W12 -vilakkudy GP
2026_LSGD_844406_6
08/2025/AE/LID EW/VP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Vilakudy GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
16 Jul 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | OD478339/2025-2026:: Surface dressingof the ground in allkinds of soilincluding removing vegetation andin equalitiesnot exeeding 15cm deep and disposal of rubbish lead up to 50m&lift up to1.5m | 1 | 1 sqm | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 4.11.2: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>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | OD478338/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | - | sqm | - | - |
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