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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹23.5 L+₹1.5 L (6.69%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | R michle L4 | MAHESH L3 | P GIREESAN L1 | JINESH S L2 |
|---|---|---|---|---|---|---|---|
| 1.00road rennovation | |||||||
| 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. | 1,647.5 | sqm | 15.36 ₹25,305.6 | 14 ₹23,065 Lowest | 14.18 ₹23,361.55 | 15.13 ₹24,926.68 |
| 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 | 123.56 | cum | 2,444.16 ₹3,02,007.74 | 1,650 ₹2,03,878.95 Lowest | 2,208.12 ₹2,72,841.93 | 2,355.84 ₹2,91,094.66 |
| 1.00 | OD85501/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 1,647.5 | sqm | 1,267 ₹20,87,382.5 | 1,300 ₹21,41,750 | 1,144.3 ₹18,85,234.25 Lowest | 1,220.85 ₹20,11,350.38 |
| 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) | 2.71 | cum | 9,014.4 ₹24,465.08 | 8,500 ₹23,069 | 8,141.89 ₹22,097.09 Lowest | 8,686.56 ₹23,575.32 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
7 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer (Fort)
OFFICE OF ASSISTANT EXECUTIVE ENGINEER FORT ZONAL TRIVANDRUM CORPORATION
419/2026-27 ST MARYS HSS ROAD RENNOVATION IN VETTUCADU WARD IN FORT ZONAL
2026_LSGD_858317_2
LSGD/CELSGD/AEE4/FORT26-27(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Oct 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road rennovation | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | OD85501/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | - | sqm | - | - |
| 1.004 | 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 | - | - |
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