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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹64.4 LAccepted-AOC | 1 | Accepted-AOC first lowest hence accepted | |
| 2 | 2₹65.7 L+₹1.2 L (1.93%)Rejected-AOC | 2 | Rejected-AOC second lowest hence rejected | |
| 3 | 3₹67.4 L+₹3.0 L (4.65%)Rejected-AOC | 3 | Rejected-AOC third lowest hence rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical fourth lowest hence rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical nineth lowest hence rejected |
Tender Value
₹76.9 L
EMD Value
₹50,000
Closing Date
5 Apr 2023, 4:00 pmClosed
PROJECT ENGINEER
PROJECT ENGINEERS OFFICE VADAKARA
Side Protection Works
2023_KLDC_569544_1
KLDC/ VTK/2022-23/8(1)
Open Tender
Civil Works - Others
Item Rate
90 days
ANJARAKKANDY PANCHAYATH IN KANNUR DISTRICT
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
30 May 2023
28 Mar 2023
11 Apr 2023
28 Mar 2023
5 Apr 2023
28 Mar 2023
28 Mar 2023 - 5 Apr 2023
Amount
Appendix-A Side protection of Thodu
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
60.7.1 : 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
4.1.3 : 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 : 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
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
50.2.25.1 : Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
SHAFEEQ C.A
VINOOP. E.V.
ABDULKADER HAJI. D
CHARKALA KUNJUTY KABEER
KK SURENDRAN
P V SANTHOSHKUMAR
SHUHAIB N P
ASHRAF P M
Bidder Name
KK SURENDRAN
ASHRAF P M
P V SANTHOSHKUMAR
ABDULKADER HAJI. D
VINOOP. E.V.
SHAFEEQ C.A
SHUHAIB N P
JOLLY THOMAS
CHARKALA KUNJUTY KABEER
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finance_840679.pdf
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