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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.8 LAccepted-AOC | 1 | Accepted-AOC Lowes | |
| 2 | 2₹10.7 L+₹85,919.41 (8.75%)Rejected-AOC | 2 | Rejected-AOC Second |
| Sl No | Description | Qty | Unit | BINUKUTTAN G L2 | UNNI M L1 |
|---|---|---|---|---|---|
| 1.00FERN | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 432 | sqm | 18.19 ₹7,858.08 | 15.97 ₹6,899.04 Lowest |
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 5 | each | 379.56 ₹1,897.8 | 333.25 ₹1,666.25 Lowest |
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 1.31 | cum | 880.26 ₹1,149.62 | 772.86 ₹1,009.36 Lowest |
| 1.00 | 14.82:Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge | 2 | no | 138 ₹276 | 121.91 ₹243.82 Lowest |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 139.28 | sqm | 75.87 ₹10,567.55 | 66.61 ₹9,277.77 Lowest |
| 1.01 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 4.22 | cum | 757 ₹3,193.78 | 665.1 ₹2,806.06 Lowest |
| 1.01 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 3.38 | cum | 6,174 ₹20,837.25 | 5,421.07 ₹18,296.11 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.83 | cum | 8,343 ₹31,911.98 | 7,325.54 ₹28,020.19 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 4.64 | cum | 700 ₹3,248 | 640.4 ₹2,971.46 Lowest |
Tender Value
₹11.2 L
EMD Value
₹27,964
Closing Date
5 Mar 2026, 11:00 amClosed
Assistant executive Engineerhead works sub Divisio
Head works Subdivision Malampuzha Irrigation
Fern Cottage is an old building located on the left bank of the Malampuzha river , downstream of Malampuzha dam and was commonly rented out to tourists and guests for various occasions
2026_Irrig_837406_1
IRR/PI/TR/4176/2024_5_1_1/1
Open Tender
Repair and Maintenance Works
Item Rate
180 days
Malampuzha
Please prefer Tender document
4 documents required · 4 mandatory
₹2,760
₹27,964
Yes
24 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FERN | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 432 | sqm | - | - |
| 1.002 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 5 | each | - | - |
| 1.003 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 1.31 | cum | - | - |
| 1.004 | 14.82:Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge | 2 | no | - | - |
| 1.005 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 139.29 | sqm | - | - |
| 1.006 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 4.22 | cum | - | - |
| 1.007 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 3.38 | cum | - | - |
| 1.008 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.83 | cum | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 4.64 | cum | - | - |
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