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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | ₹18.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.6 LRejected-AOC | ₹18.6 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Jomon P V L3 | varghesemani L2 | JAISON ALIAS L1 |
|---|---|---|---|---|---|---|
| 1.00Desilting | ||||||
| 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 | 158 | sqm | 19.97 ₹3,155.26 | 18 ₹2,844 | 19.65 ₹3,104.70 |
| 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 | 209.31 | cum | 282.88 ₹59,211.03 | 282 ₹59,026.83 | 278.24 ₹58,239.81 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 329.28 | cum | 4,384.82 ₹14.4 L | 4,384 ₹14.4 L | 4,312.94 ₹14.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 48.35 | sqm | 424 ₹20,499.55 | 423 ₹20,451.20 | 417.05 ₹20,163.53 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 18.66 | cum | 10,717.38 ₹2.0 L | 10,717 ₹2.0 L | 10,541.69 ₹2.0 L |
| 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 | 746.56 | kilogram | 123.45 ₹92,162.83 | 123 ₹91,826.88 | 121.42 ₹90,647.32 |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 42 | metre | 124.16 ₹5,214.72 | 124 ₹5,208 | 122.13 ₹5,129.46 |
| 1.01 | 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. | 104.66 | cum | 349.68 ₹36,596.81 | 349 ₹36,525.64 | 343.95 ₹35,997.12 |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
5 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Ernakulam
side protection work of Kundoor thodu tributory of Thoombathodu
2026_Irrig_842575_1
IRR/IA/TR/8706/2023_5_25_24
Open Tender
Civil Works - Others
300 days
Chengamanadu
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,366
Yes
3 Jun 2026
2 Mar 2026
7 Mar 2026
2 Mar 2026
5 Mar 2026
2 Mar 2026
Desilting
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
2.6.1: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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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.
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