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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹30,946.25 (5.50%)Rejected-Finance KERALA KL | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Gopakumar K V L2 | SAFEER MON VP L1 |
|---|---|---|---|---|---|
| 1.00CHAKKAPADAM VENGAPADAM ROAD RENOVATION | |||||
| 1.00 | OD182673/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding form work) | 0.22 | cum | 6,511.07 ₹1,406.39 Lowest | 6,608.86 ₹1,427.51 |
| 1.00 | OD74559/2025-2026:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) (excluding form work) | 47.58 | cum | 6,910.87 ₹3,28,791.55 Lowest | 7,014.66 ₹3,33,729.46 |
| 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. | 247 | sqm | 12.04 ₹2,973.88 Lowest | 12.22 ₹3,018.34 |
| 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 | 23.4 | cum | 1,875.93 ₹43,896.76 Lowest | 1,904.1 ₹44,555.94 |
| 1.00 | OD204051/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 214.2 | sqm | 1,013.12 ₹2,17,010.3 | 842.21 ₹1,80,401.38 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,935
Closing Date
10 Feb 2026, 6:00 pmClosed
Assistant Engineer
Office of LSGD Section Vazhikkadavu GP
Annual Plan-Vazhikkadavu GP Pro No 352 2025 26 CHAKKAPADAM VENGAPADAM ROAD RENOVATION.
2026_LSGD_832379_1
EWC1/05-2/ET/AE/VKD/25-26
Open Tender
Civil Works - Roads
Item Wise
180 days
Vazhikkadavu GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
₹16,935
4 Jul 2026
31 Jan 2026
12 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CHAKKAPADAM VENGAPADAM ROAD RENOVATION | |||||
| 1.001 | OD182673/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding form work) | 1 | cum | - | - |
| 1.002 | OD74559/2025-2026:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) (excluding form work) | - | cum | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD204051/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1 | sqm | - | - |
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