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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | ₹19.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.6 L+₹10,105.17 (0.52%)Rejected-AOC | ₹19.6 L+₹10,105.17 (0.52%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.9 L+₹1.4 L (7.06%)Rejected-AOC | ₹20.9 L+₹1.4 L (7.06%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | AJITH CV L2 | Tittin Thevarumuriyil L3 | SUBHASH S L1 |
|---|---|---|---|---|---|---|
| 1.00Rectification work to Malakkara branch | ||||||
| 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 | 2,800 | sqm | 14.81 ₹41,468 | 16 ₹44,800 | 12.66 ₹35,448 Lowest |
| 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 | 280.25 | cum | 209.71 ₹58,771.23 | 222 ₹62,215.5 | 164.47 ₹46,092.72 Lowest |
| 1.00 | 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) | 20.6 | cum | 1,265.31 ₹26,065.39 | 1,340 ₹27,604 | 772.37 ₹15,910.82 Lowest |
| 1.00 | 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) | 162.36 | cum | 6,975.28 ₹11,32,506.46 Lowest | 7,400 ₹12,01,464 | 7,112.38 ₹11,54,766.02 |
| 1.00 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 1,845 | per cm depth per 1 m | 5.79 ₹10,682.55 | 6.15 ₹11,346.75 | 4.94 ₹9,114.3 Lowest |
| 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 | 2,460 | sqm | 279.85 ₹6,88,431 | 300 ₹7,38,000 | 279.06 ₹6,86,487.6 Lowest |
Tender Value
₹24.1 L
EMD Value
₹50,000
Closing Date
5 Jun 2026, 5:00 pmClosed
Executive engineer
PIP Division Chengannur Executive engineer
Rectification works to Malakkara branch canal between ch 4500m to 5200m
2026_Irrig_853122_1
IRR/PII/TR/7025/2023_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jul 2026
26 May 2026
8 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification work to Malakkara branch | |||||
| 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 | - | 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 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | - | per cm depth per 1 m | - | - |
| 1.006 | 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 | - | sqm | - | - |
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