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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | ₹15.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹15.9 LRejected-AOC | ₹15.9 L | L2 | Rejected-AOC Second lowest bidder |
| 3 | L3₹16.6 LRejected-AOC | ₹16.6 L | L3 | Rejected-AOC Third lowest bidder |
| Sl No | Description | Qty | Unit | varghese L3 | NIJO L1 | SUNILKUMAR T R L2 |
|---|---|---|---|---|---|---|
| 1.00Maintenance of canal and reconstruction of retaining wall | ||||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 42.5 | sqm | 41 ₹1,742.50 | 38.81 ₹1,649.43 | 39 ₹1,657.50 |
| 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 | 142.5 | sqm | 21 ₹2,992.50 | 20.01 ₹2,851.43 | 21.2 ₹3,021 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 5.62 | cum | 2,900 ₹16,312.50 | 2,768.62 ₹15,573.49 | 2,776 ₹15,615 |
| 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) | 2.79 | cum | 1,790 ₹4,995.89 | 1,709.88 ₹4,772.28 | 1,706 ₹4,761.45 |
| 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 | 86.7 | cum | 300 ₹26,010 | 283.38 ₹24,569.05 | 284 ₹24,622.80 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 231.2 | sqm | 445 ₹1.0 L | 424.78 ₹98,209.14 | 425 ₹98,260 |
| 1.01 | 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) | 16.57 | cum | 9,150 ₹1.5 L | 8,726.18 ₹1.4 L | 8,727 ₹1.4 L |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 25.5 | cum | 9,650 ₹2.5 L | 9,201.03 ₹2.3 L | 9,201 ₹2.3 L |
| 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) | 0.26 | cum | 9,900 ₹2,574 | 9,426.05 ₹2,450.77 | 9,426 ₹2,450.76 |
Tender Value
₹14.4 L
EMD Value
₹36,009
Closing Date
13 Jan 2026, 4:00 pmClosed
Execurive Engineer
Executive Engineer Minor Irrigation Division Thrissur.
GENERAL Rectification of canals Repair and Maintenance of Damaged Canals under Uramkulam Additional LIS General Civil Work
2026_Irrig_825811_1
IRR/IA/TR/4754/2022_5_2_1/RC 1/1
Open Tender
Civil Works - Canal
200 days
Chengallur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹36,009
25 Feb 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
13 Jan 2026
6 Jan 2026
Amount
Maintenance of canal and reconstruction of retaining wall
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
4.1.6: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 40 mm nominal size derived from natural sources)
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)
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)
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
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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.
SUNILKUMAR T R (BID ID -2457378)
varghese (BID ID -2456013)
Bidder Name
varghese
SUNILKUMAR T R
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