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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹48.7 L+₹2.2 L (4.78%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹49.4 L+₹2.9 L (6.29%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹50.8 L+₹4.3 L (9.24%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹51.9 L+₹5.4 L (11.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹59.1 L
EMD Value
₹50,000
Closing Date
11 Jan 2024, 6:00 pmClosed
Executive Engineer Minor Irrigation Division Kannu
Office of the Executive Engineer Minor Irrigation Division Kannur (PO) Civil station Kannur 670002
GENERALUruppumkundu VCBConstruction of VCB across Uruppumkund thodu in Aralam panchayath in Peravoor constituency Kannur districtGeneral Civil Work
2024_Irrig_638697_1
IRR/IA/TR/4867/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Aralam
Please refer Tender documents.
14 documents required · 14 mandatory
₹2,760
Yes
₹50,000
Yes
21 Feb 2024
1 Jan 2024
15 Jan 2024
1 Jan 2024
11 Jan 2024
1 Jan 2024
Amount
Construction of VCB
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
60.1.2: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
60.7.4: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
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
4.3.2: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.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
4.1.8: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)
4.1.3: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
5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
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.
VIJESH ANTONY
UBAISE M.B
PAULKANNANTHANAM
K.T. DEVASIA
FAISAL K I
DKH CONSTRUCTIONS LLP
VIJESH. K
Bidder Name
PAULKANNANTHANAM
K.T. DEVASIA
MATHAI VD
FAISAL K I
VIJESH. K
VIJESH ANTONY
UBAISE M.B
DKH CONSTRUCTIONS LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_972143.pdf
boq_comp_chart.xlsx
xlsx
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