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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.6 L+₹27,952.46 (2.70%)Admitted-Fee/PreQual/Technical/Finance NARIKULAM HOUSE KANJOOR KANJOOR ERNAKULAM DISTRICT | KANJOOR | ERNAKULAM | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹11.2 L+₹86,394.67 (8.34%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V. JOY L3 | DAISY JOSE L2 | WILSON THOMAS L1 |
|---|---|---|---|---|---|---|
| 1.00Appendics-A- Suction pit Cleaning | ||||||
| 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 | 356 | sqm | 16.06 ₹5,717.36 | 15.23 ₹5,421.88 | 14.82 ₹5,275.92 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 | 286.24 | cum | 227.49 ₹65,116.74 | 215.64 ₹61,724.79 | 209.97 ₹60,101.81 Lowest |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 660.48 | kg | 165.17 ₹1,09,091.48 | 156.56 ₹1,03,404.75 | 152.45 ₹1,00,690.18 Lowest |
| 1.00 | OD23734/2026-2027:Supplying and fixing plastic mesh 25x25x2mm for trash rack to to fixing GI pipe
frames including cost and conveyance of all materials and labour charges etc complete | 72 | sqm | 362.07 ₹26,069.04 | 343.2 ₹24,710.4 | 334.18 ₹24,060.96 Lowest |
| 1.00 | OD23733/2026-2027:Labour engaged for clearing blocks in siphons , removal of obstructions and waste etc in canal during the entire periods of water distribution | 67 | each | 955.56 ₹64,022.52 | 905.78 ₹60,687.26 | 881.98 ₹59,092.66 Lowest |
| 2.00Appendics- B- Canal Rectification works | ||||||
| 2.00 | 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) | 22.42 | cum | 1,372.56 ₹30,767.3 | 1,301.06 ₹29,164.56 | 1,266.86 ₹28,397.93 Lowest |
| 2.00 | 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 | 39.27 | cum | 227.49 ₹8,933.76 | 215.64 ₹8,468.4 | 209.97 ₹8,245.73 Lowest |
| 2.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 27.24 | cum | 7,004.74 ₹1,90,809.12 | 6,639.83 ₹1,80,868.97 | 6,465.31 ₹1,76,115.04 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
23 Sept 2026, 3:30 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer MI SUBDIVISION ALUVA
Annual maintenance
2026_Irrig_871474_1
IRR/IA/TR/3797/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
300 days
Malayattur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,763
Yes
24 Sept 2026
19 Sept 2026
24 Sept 2026
19 Sept 2026
23 Sept 2026
19 Sept 2026
19 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendics-A- Suction pit Cleaning | |||||
| 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 | 356 | 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 | 286.24 | cum | - | - |
| 1.003 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 660.48 | kg | - | - |
| 1.004 | OD23734/2026-2027:Supplying and fixing plastic mesh 25x25x2mm for trash rack to to fixing GI pipe
frames including cost and conveyance of all materials and labour charges etc complete | 72 | sqm | - | - |
| 1.005 | OD23733/2026-2027:Labour engaged for clearing blocks in siphons , removal of obstructions and waste etc in canal during the entire periods of water distribution | 67 | each | - | - |
| 2Appendics- B- Canal Rectification works | |||||
| 2.001 | 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) | 22.42 | cum | - | - |
| 2.002 | 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 | 39.27 | cum | - | - |
| 2.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 27.24 | cum | - | - |
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