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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.0 LAccepted-Finance THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | L1 | Accepted-Finance First lowest bidder | |
| 2 | L2₹82.3 L+₹4.3 L (5.47%)Accepted-Finance | L2 | Accepted-Finance Second lowest bidder |
| Sl No | Description | Qty | Unit | BAIJU V L1 | Jomon joseph L2 |
|---|---|---|---|---|---|
| 1.00PROTECTION WORK | |||||
| 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 | 570 | sqm | 18.92 ₹10,784.4 | 15 ₹8,550 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 | 463.17 | cum | 267.94 ₹1,24,101.77 Lowest | 300 ₹1,38,951 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 463.17 | cum | 3,085.88 ₹14,29,287.04 Lowest | 3,600 ₹16,67,412 |
| 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 | 972.3 | cum | 4,153.2 ₹40,38,148.05 Lowest | 4,550 ₹44,23,955.9 |
| 1.00 | OD39604/2025-2026:Random rubble masonry with hard stone and cement mortar 1:6 ( 1 cement: 6 coarse sand) for foundation and plinth without concrete levelling. | 135.36 | cum | 8,507.95 ₹11,51,636.11 | 6,300 ₹8,52,768 Lowest |
| 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) | 19.61 | cum | 8,911.91 ₹1,74,753.64 | 7,000 ₹1,37,263 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 87.42 | sqm | 401.61 ₹35,109.15 | 300 ₹26,226.3 Lowest |
| 1.01 | 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) | 6.24 | cum | 9,605.41 ₹59,908.94 | 8,500 ₹53,014.5 Lowest |
| 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 | 311.85 | kilogram | 116.93 ₹36,464.62 | 105 ₹32,744.25 Lowest |
Tender Value
₹76.3 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 6:00 pmClosed
Executive Engineer
Minnor Irrigation Division Chengannur
GENERAL Thevaroth Kuttithara KP IMPROVING IRRIGATION FACILITIES OF THEVAROTH KUTTITHARA PADASESKHARAM IN WARD NO 05 OF KARUVATTA PANCHAYATH General Civil Work
2026_Irrig_835030_2
IRR/KP/TR/998/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
360 days
Karuvatta
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
13 Oct 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PROTECTION WORK | |||||
| 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 | 570 | 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 | 463.17 | cum | - | - |
| 1.003 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 463.17 | cum | - | - |
| 1.004 | 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 | 972.3 | cum | - | - |
| 1.005 | OD39604/2025-2026:Random rubble masonry with hard stone and cement mortar 1:6 ( 1 cement: 6 coarse sand) for foundation and plinth without concrete levelling. | 135.36 | cum | - | - |
| 1.006 | 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) | 19.61 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 87.42 | sqm | - | - |
| 1.008 | 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) | 6.24 | cum | - | - |
| 1.009 | 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 | 311.85 | kilogram | - | - |
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