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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.6 LAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹68.4 L+₹8.8 L (14.7%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹75.3 L+₹15.7 L (26.3%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-BID Document is not uploaded. | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-BID Document is not uploaded. |
Tender Value
₹71.2 L
EMD Value
₹50,000
Closing Date
1 Jul 2024, 4:30 pmClosed
Executive Engineer, MI Division Palakkad
Office of Executive engineer, MI Division Palakkad
GENERAL-Budget work-2023-24-Renovation of Ponds-Renovation of Chira kulam in Kappur Panchayath in Palakkad District.-General Civil Work
2024_Irrig_663382_2
IRR/IA/TR/826/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Kappur Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
13 Sept 2024
25 Jun 2024
3 Jul 2024
25 Jun 2024
1 Jul 2024
25 Jun 2024
Amount
Renovation of Chirakulam
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 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
60.2.3: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
60.7.3: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.
60.7.1: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
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
4.1.3: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)
11.16.4:Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :Ordinary cement without any pigment
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
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
14.53.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
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.
60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD33048/2022-2023:Providing and fixing name board of granite stone slab of size 75*60cm and 6mm thick, fixing it into the wall including all necessary labours complete ,cost of lettering and supervision etc:-
OD33086/2022-2023:Supplying and installation of Water scale (ISA65X65X6) by connecting three bars of GI Pipe of 50mm ,in builted into 60X60X40 CC of 1:3:6 in water body for measuring of water level and fixing display board of size 100X70 cm supported on 50mm GI Pipe which is in built at 45X45X60 concrete block of 1:3:6 near pond to calculate volume of water, as per departmental officer's at site.
OD33087/2022-2023:Providing and fixing Name board of size 60x45 cm using 2mm thick MS sheet and 25x25x5 mm angle section and fixing in 240 cm (210 cm above GL and 30 cm below GL) overall height (25x25x5 mm angle sction ) post including fixing in 20x20x30 cm concrete below ground level.
TONY SKARIA
E.K.Abdulsalam
Bidder Name
E.K.Abdulsalam
TONY SKARIA
MUHAMMED SHAFI P.A.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1053828.pdf
boq_comp_chart.xlsx
xlsx
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