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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | ₹5.7 L | L1 | Accepted-AOC 1 st lowest |
| Sl No | Description | Qty | Unit | ANIL KUMAR G L1 |
|---|---|---|---|---|
| 1.00Desilting | ||||
| 1.00 | OD43689/2025-2026:Removing water hyacinth and other vegitation and floating bodies from waterway cutting collecting, conveying and disposing at places pointed out by the deprtmental officer at site with all leads and lifts and other incidental charges such as hire charges for country boats and other necessary equipments required for the work etc. complete as per the direction of depatrmental officers at site. | 250 | per sqm | 14.4 ₹3,600 |
| 2.00Side protection | ||||
| 2.00 | 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 | 96 | sqm | 18.19 ₹1,746.24 |
| 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 | 40.32 | cum | 257.63 ₹10,387.64 |
| 2.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 32 | hour | 516.3 ₹16,521.60 |
| 2.00 | 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 | 57.12 | cum | 3,993.46 ₹2.3 L |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.75 | sqm | 386.16 ₹1,448.10 |
| 2.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.9 | cum | 9,235.97 ₹8,321.61 |
| 2.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 13.8 | sqm | 369.76 ₹5,102.69 |
Tender Value
₹5.7 L
EMD Value
₹14,190
Closing Date
18 Mar 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer MI Sub Division Kottayam
Renovation of pond
2026_Irrig_842006_2
IRR/IA/TR/7470/2024_5_1_1/1
Open Tender
Civil Works - Others
240 days
kurichy
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,255
Yes
₹14,190
Yes
19 Jun 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
Desilting
OD43689/2025-2026:Removing water hyacinth and other vegitation and floating bodies from waterway cutting collecting, conveying and disposing at places pointed out by the deprtmental officer at site with all leads and lifts and other incidental charges such as hire charges for country boats and other necessary equipments required for the work etc. complete as per the direction of depatrmental officers at site.
Side protection
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
60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Drain
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
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)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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