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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 LAccepted-AOC | ₹22.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.3 LRejected-AOC | ₹25.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹25.9 LRejected-Finance | ₹25.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹28.9 LRejected-AOC | ₹28.9 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Rahmathulla KK L1 | JAGATHKRISHNAN L2 | Ponnappn L3 | HASSAN ANEESH C M L4 |
|---|---|---|---|---|---|---|---|
| 1.00Sea wall reformation | |||||||
| 1.00 | OD30193/2025-2026:A.S.E -Reformation work- Malappuram- Supplying to yard (from near by site ) granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc . (Not from quarry but in the existing old sea wall it is not using after the construction of harbour) and marking with distinguishing number on three faces with paint etc complete . | 6,631 | each | 179.1 ₹11.9 L | 202 ₹13.4 L | 206.36 ₹13.7 L | 230.57 ₹15.3 L |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 292.5 | cum | 183.8 ₹53,761.50 | 207 ₹60,547.50 | 211.78 ₹61,945.65 | 236.63 ₹69,214.28 |
| 1.00 | 60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton) | 6,631 | each | 151.1 ₹10.0 L | 170 ₹11.3 L | 174.18 ₹11.5 L | 194.62 ₹12.9 L |
Tender Value
₹28.9 L
EMD Value
₹50,000
Closing Date
10 Mar 2026, 6:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
Office of Executive Engineer,Irrigation Division,Malappuram
GENERAL ASE Urgent protection work from 60 m north of CESCP 1703 towards north at Chapappadi Juma Masjid graveyard area using stones from the currently unused existing sea wall inside the Parappanangadi Harbour in Parappanangadi Municipality
2026_Irrig_842594_1
IRR/IA/TR/6481/2025_5_1_1/3
Open Tender
Civil Works - Others
Chapappadi Juma Masjid Parappanangadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
20 May 2026
2 Mar 2026
13 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
Sea wall reformation
OD30193/2025-2026:A.S.E -Reformation work- Malappuram- Supplying to yard (from near by site ) granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc . (Not from quarry but in the existing old sea wall it is not using after the construction of harbour) and marking with distinguishing number on three faces with paint etc complete .
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
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