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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 LAccepted-AOC | 1 | Accepted-AOC lowest rate | |
| 2 | 2₹1.9 L+₹7,029.61 (3.86%)Rejected-Finance ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | 2 | Rejected-Finance 2nd lowest | |
| 3 | 3₹1.9 L+₹8,543.91 (4.69%)Rejected-Finance 1505 SUB TREASURY TIRU | 3 | Rejected-Finance 3rd lowest |
| Sl No | Description | Qty | Unit | KRISHNADAS M L3 | VIVEKANANDAN A L1 | K V Shamsu L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 12.03 | cum | 66 ₹793.65 | 60 ₹721.5 Lowest | 63.03 ₹757.94 |
| 1.00 | 4.1.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 | 12.03 | cum | 3,200 ₹38,480 | 2,953 ₹35,509.83 Lowest | 3,077.04 ₹37,001.41 |
| 1.00 | OD506641/2025-2026: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) | 18.04 | cum | 8,405 ₹1,51,609.39 | 8,100 ₹1,46,107.8 Lowest | 8,405 ₹1,51,609.39 |
Tender Value
₹1.9 L
EMD Value
₹4,753
Closing Date
17 Mar 2026, 4:00 pmClosed
Assit Engineer
Assit Engineer LIDEW SECTION NIRAMARUTHUR GP
Annual plan Niramaruthur GP Project No 301 Improvments to Post Office Vallikkanjeeram road
2026_LSGD_844903_3
2025-26/AE/LIDEW/NMR/PHASE-7
Open Tender
Civil Works - Roads
Item Rate
180 days
NIRAMARUTHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,753
Yes
30 Sept 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 12.03 | cum | - | - |
| 1.002 | 4.1.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 | 12.03 | cum | - | - |
| 1.003 | OD506641/2025-2026: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) | 18.04 | cum | - | - |
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