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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC | ₹32.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹56.3 LRejected-AOC | ₹56.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | GKS BUILDERS AND DEVELOPERS PRIVATE LIMITED L2 | RAJENDRAN T L1 |
|---|---|---|---|---|---|
| 1.00Reformation of Sea Wall | |||||
| 1.00 | OD54641/2025-2026:A.S. E - Sea wall works - Thiruvananthapuram - Supplying and Providing Armour Layer using 1000kg to 2500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on approved weigh bridge near the site for measurement, unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane if necessary, including hire and operational charges of all tools and plants and all sundry expenses, etc complete as per the direction of departmental officers at site | 3,253.15 | tonne | 1,730 ₹56,27,956.42 | 1,012.42 ₹32,93,558.17 |
Tender Value
₹35.2 L
EMD Value
₹50,000
Closing Date
18 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER Irrigation Division Tvpm
GENERAL ASE Urgent Reformation of Sea wall near Sree Murugan Temple 85m North of CES CP 64 for a length of 62m at Panathurakara General Civil Work
2026_Irrig_847572_2
IRR/IA/TR/1587/2022_5_1_1/1 The
Open Tender
Civil Works - Others
270 days
Thiruvananathapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
23 Jun 2026
13 May 2026
20 May 2026
13 May 2026
18 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reformation of Sea Wall | |||||
| 1.001 | OD54641/2025-2026:A.S. E - Sea wall works - Thiruvananthapuram - Supplying and Providing Armour Layer using 1000kg to 2500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on approved weigh bridge near the site for measurement, unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane if necessary, including hire and operational charges of all tools and plants and all sundry expenses, etc complete as per the direction of departmental officers at site | 0.6 | tonne | - | - |
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