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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L+₹4,847.11 (2.43%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AJITH CV L1 | VISHNU PURSHOTHAMAN L2 |
|---|---|---|---|---|---|
| 1.00Rectification of Main canal | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 210.8 | sqm | 9.27 ₹1,954.12 Lowest | 10 ₹2,108 |
| 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 | 28.27 | cum | 257.63 ₹7,283.46 Lowest | 300 ₹8,481.3 |
| 1.00 | 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 | 11.7 | cum | 729.39 ₹8,535.32 Lowest | 740 ₹8,659.48 |
| 1.00 | OD44221/2025-2026:Banking excavated earth in layers not exceeding 20 cm in depth. | 23.4 | cum | 675.9 ₹15,818.76 Lowest | 682.65 ₹15,976.74 |
| 1.00 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 23.4 | cum | 96.15 ₹2,250.29 Lowest | 97.11 ₹2,272.76 |
| 1.01 | 16.2:Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density) | 23.4 | cum | 25.77 ₹603.12 Lowest | 26.02 ₹608.97 |
| 1.01 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.75 | cum | 1,554.43 ₹2,720.25 Lowest | 1,569.97 ₹2,747.45 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.11 | cum | 8,569.14 ₹95,160.3 Lowest | 8,654.83 ₹96,111.89 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 121.05 | sqm | 343.79 ₹41,615.78 Lowest | 360 ₹43,578 |
Tender Value
₹2.0 L
EMD Value
₹4,992
Closing Date
20 May 2026, 5:00 pmClosed
Executive engineer
Executive engineer PIP Division Chengannur
Emergency rectification at right bund of LBMC near ch.18200 m
2026_Irrig_845094_2
IRR/PII/TR/581/2026_5_1_1/2
Open Tender
Civil Works - Canal
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,992
Yes
6 Jul 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification of Main canal | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | OD44221/2025-2026:Banking excavated earth in layers not exceeding 20 cm in depth. | 1 | cum | - | - |
| 1.005 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 1 | cum | - | - |
| 1.006 | 16.2:Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density) | 1 | cum | - | - |
| 1.007 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.008 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1 | sqm | - | - |
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