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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.0 LAccepted-AOC | ₹27.0 L Quoted ₹27.9 L | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹28.1 L+₹22,422 (0.81%)Rejected-AOC | ₹28.1 L+₹22,422 (0.81%) | 2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | MANAF V L1 | MOHAMMED MUSTHAFA V L2 |
|---|---|---|---|---|---|
| 1.00DISMANTLING metal parts, DEMOLISHING structures, FORM WORK, REINFORCED CEMENT CONCRETE and PLASTERING. | |||||
| 1.00 | OD19342/2025-2026:Dismantling of the Canal Shutter ( Up to 2 Tonne weight ) / Hoisting unit / Embedded parts etc. of the same and stacking at a distance of 100 meter including hire of machinery, labour etc. complete as directed by the departmental officer at the site. (Weight of the unserviceable shutters and embedded parts may be calculated as 60 % and unserviceable hoisting unit as 80%). | 194.13 | kg | 4.89 ₹949.32 Lowest | 4.89 ₹949.32 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 27.58 | cum | 2,766.11 ₹76,281.02 Lowest | 2,785 ₹76,801.95 |
| 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 | 30 | cum | 283.14 ₹8,494.2 Lowest | 286 ₹8,580 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 30 | cum | 350 ₹10,500 Lowest | 351 ₹10,530 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 144.6 | sqm | 424.39 ₹61,366.79 Lowest | 425 ₹61,455 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 865.26 | kilogram | 123.56 ₹1,06,911.4 Lowest | 125 ₹1,08,157.38 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.06 | cum | 11,527.16 ₹3,11,878.84 Lowest | 11,528 ₹3,11,901.57 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 95.85 | sqm | 406.37 ₹38,950.56 Lowest | 408 ₹39,106.8 |
| 2.00SUPPLY, FABRICATION, PAINTING AND ERECTION OF EMBEDDED PARTS, SHUTTER, HOISTING MECHANISM AND HOISTING BRIDGE | |||||
Tender Value
₹25.3 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 5:00 pmClosed
Jishakumar C B
Executive Engineer, Irrigation-Mechanical Division, Malampuzha
GENERAL-PP- Modernization of canals- 2025- 26-Providing mechanical shutters and associated works to the sluices at Vallanghy branch canal of RBMC- General Mechanical Work
2026_Irrig_845564_1
IRR/MH/TR/4854/2025_16_1_1/1
Open Tender
Repair and Maintenance Works
Item Rate
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
9 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DISMANTLING metal parts, DEMOLISHING structures, FORM WORK, REINFORCED CEMENT CONCRETE and PLASTERING. | |||||
| 1.001 | OD19342/2025-2026:Dismantling of the Canal Shutter ( Up to 2 Tonne weight ) / Hoisting unit / Embedded parts etc. of the same and stacking at a distance of 100 meter including hire of machinery, labour etc. complete as directed by the departmental officer at the site. (Weight of the unserviceable shutters and embedded parts may be calculated as 60 % and unserviceable hoisting unit as 80%). | 0.6 | kg | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.6 | kilogram | - | - |
| 1.007 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 2SUPPLY, FABRICATION, PAINTING AND ERECTION OF EMBEDDED PARTS, SHUTTER, HOISTING MECHANISM AND HOISTING BRIDGE | |||||
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