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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC NARIKULAM HOUSE KANJOOR KANJOOR ERNAKULAM DISTRICT | KANJOOR | ERNAKULAM | KERALA | ₹12.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.3 LRejected-AOC | ₹14.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.7 LRejected-AOC | ₹15.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | DAISY JOSE L1 | P V BABYCHAN L2 | WILSON THOMAS L3 |
|---|---|---|---|---|---|---|
| 1.00Renovation of Valyattu chira | ||||||
| 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 | 540 | sqm | 12.39 ₹6,690.60 | 14.67 ₹7,921.80 | 16.12 ₹8,704.80 |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 13 | each | 1,675.34 ₹21,779.42 | 1,984.08 ₹25,793.04 | 2,179.93 ₹28,339.09 |
| 1.00 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | 370.57 | cum | 441.7 ₹1.6 L | 523.1 ₹1.9 L | 574.73 ₹2.1 L |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 2.7 | cum | 1,734.55 ₹4,683.29 | 2,054.2 ₹5,546.34 | 2,256.98 ₹6,093.85 |
| 1.00 | 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 | 60 | hour | 363.44 ₹21,806.40 | 430.42 ₹25,825.20 | 472.91 ₹28,374.60 |
| 1.01 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 20.93 | cum | 179.79 ₹3,762.11 | 212.92 ₹4,455.35 | 233.93 ₹4,894.99 |
| 1.01 | 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. | 9 | cum | 2,189.43 ₹19,704.87 | 2,592.92 ₹23,336.28 | 2,848.87 ₹25,639.83 |
| 1.01 | 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 | 3.33 | cum | 3,491.47 ₹11,626.60 | 3,473.31 ₹11,566.12 | 3,816.18 ₹12,707.88 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.69 | cum | 6,051.99 ₹10,215.76 | 7,167.29 ₹12,098.39 | 7,874.79 ₹13,292.65 |
Tender Value
₹14.4 L
EMD Value
₹35,950
Closing Date
3 Apr 2025, 2:00 pmClosed
Executive Engineer
Minor Irrigation Division, 4th Floor,Civil Station, Kakkanad, Ernakulam
Protection work
2025_Irrig_755301_1
EE/MIDVN/EKM/15/ET/2024-25/S Tender
Open Tender
Civil Works - Others
Kalady
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹35,950
Yes
24 Dec 2025
26 Mar 2025
4 Apr 2025
26 Mar 2025
3 Apr 2025
26 Mar 2025
Amount
Renovation of Valyattu chira
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
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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.
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
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 : 8 graded stone aggregate 40 nominal size)
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 : 6 graded stone aggregate 20 mm nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
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
10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
OD27133/2024-2025:Filling with Quarry muck filling up low lying and water logged area with local material /quarry muck spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR valve of the subgrade
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
P V BABYCHAN (BID ID -2185517)
WILSON THOMAS (BID ID -2185567)
Bidder Name
DAISY JOSE
P V BABYCHAN
WILSON THOMAS
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