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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HASSAN ANEESH C M L1 |
|---|---|---|---|---|
| 1.00Sea Wall | ||||
| 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 | 42 | cum | 269 ₹11,298 Lowest |
| 1.00 | 60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement | 151.92 | cum | 593 ₹90,088.56 Lowest |
| 1.00 | 60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site. | 115.92 | cum | 579 ₹67,117.68 Lowest |
| 1.00 | 60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement. | 616.72 | cum | 3,108 ₹19,16,759.54 Lowest |
| 1.00 | 60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement. | 208.08 | cum | 3,108 ₹6,46,700.21 Lowest |
| 1.01 | 60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site. | 824.79 | cum | 800 ₹6,59,835.2 Lowest |
| 1.01 | 60.40.6:A.S.E -Reformation work- Malappuram- Supplying at site of work 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. and marking with distinguishing number on three faces with paint etc complete . | 1,925 | each | 1,030 ₹19,82,750 Lowest |
| 1.01 | 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) | 1,604 | each | 225 ₹3,60,900 Lowest |
| 1.01 | 60.42:Dumping in position( 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) | 321 | no | 327 ₹1,04,967 Lowest |
Tender Value
₹50.7 L
EMD Value
₹50,000
Closing Date
28 May 2026, 6:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
Irrigation Division, Malappuram
ASE Work Urgent Reformation of damaged sea wall for a length of 42m from 3.50 m North of CESCP 1500 towards North near Palapetty Juma masjid in Perumpadappu Grama Panchayath, Ponnani Taluk Malappuram District
2026_Irrig_845651_2
IRR/IA/TR/140/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Ponnani Taluk, Malappuram District
Please refer SBD
12 documents required · 12 mandatory
₹2,760
₹50,000
26 Sept 2026
20 May 2026
30 May 2026
20 May 2026
28 May 2026
20 May 2026
20 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sea Wall | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement | 1 | cum | - | - |
| 1.003 | 60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site. | - | cum | - | - |
| 1.004 | 60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement. | 0.2 | cum | - | - |
| 1.005 | 60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement. | 0.4 | cum | - | - |
| 1.006 | 60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site. | 0.6 | cum | - | - |
| 1.007 | 60.40.6:A.S.E -Reformation work- Malappuram- Supplying at site of work 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. and marking with distinguishing number on three faces with paint etc complete . | - | each | - | - |
| 1.008 | 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) | - | each | - | - |
| 1.009 | 60.42:Dumping in position( 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) | - | no | - | - |
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