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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC KARUKUNNATH HOUSE KANINADU PERINGALA ERNAKULAM DISTRICT 683565 | PERINGALA | ERNAKULAM | KERALA | 683565 | ₹20.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.0 LRejected-Finance | ₹25.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹25.4 LRejected-Finance | ₹25.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹25.5 LRejected-Finance NADAPURAM GRAMA PANCHAYAT PO KALLACHI 673506 | KOZHIKODE | KERALA | 673506 | ₹25.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹26.4 LRejected-Finance | ₹26.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Naseer L3 | K.T. DEVASIA L5 | AJAY M T L4 | MUHAMMED ALSIFE K.S L1 | SHAMIR T L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Removal of debris and boulders | ||||||||
| 1.00 | OD3030/2025-2026:Excavation of deposited silt, earth, pebbles and boulders to form river bed by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, removal of large size boulders, lead up 50 m and lift up to 1.5m, depositing and levelling, neatly dressing the same to form the damaged flooded embankment etc. complete as per the direction of departmental officers at site. Take specification 2.6.1 and add extra for 0.55 no. coolie and 0.50 no. beldar for levelling and forming embankment by using boulders and deposited silt. | 2,100 | cum | 281.9 ₹5.9 L | 292.43 ₹6.1 L | 283.43 ₹6.0 L | 222.43 ₹4.7 L | 277.88 ₹5.8 L |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 1,593.08 | cum | 1,127.8 ₹18.0 L | 1,169.86 ₹18.6 L | 1,133.83 ₹18.1 L | 893 ₹14.2 L | 1,111.65 ₹17.7 L |
| 1.00 | OD3031/2025-2026:Packing the exposed face of the rubble mount with available departmental stones with suitable thickness as per the direction of departmental officers at site. | 477.92 | cum | 318.4 ₹1.5 L | 330.28 ₹1.6 L | 320.11 ₹1.5 L | 250 ₹1.2 L | 313.95 ₹1.5 L |
Tender Value
₹31.2 L
EMD Value
₹50,000
Closing Date
18 Feb 2026, 6:00 pmClosed
ExecutiveEngineer, Irrigation Division, Kozhikode
Office of theExecutive Engineer, Irrigation Division,Civil Station, Kozhikode- 673020
GENERAL-Rejuvenation of Mahe River- SDRF-Vilangad landslide -Removal of debris and boulders from Mahe river from Mannarkkunnel to Vayad hanging bridge in Vanimel Panchayat/Nadapuram LA-General Civil Work
2026_Irrig_835772_1
EEIK/ET-12/2025-26
Open Tender
Civil Works - Others
90 days
Vanimel
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
27 Mar 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
Removal of debris and boulders
OD3030/2025-2026:Excavation of deposited silt, earth, pebbles and boulders to form river bed by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, removal of large size boulders, lead up 50 m and lift up to 1.5m, depositing and levelling, neatly dressing the same to form the damaged flooded embankment etc. complete as per the direction of departmental officers at site. Take specification 2.6.1 and add extra for 0.55 no. coolie and 0.50 no. beldar for levelling and forming embankment by using boulders and deposited silt.
2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)
OD3031/2025-2026:Packing the exposed face of the rubble mount with available departmental stones with suitable thickness as per the direction of departmental officers at site.
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