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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.2 LAccepted-AOC | 1 | Accepted-AOC LOWEST BIDDER | |
| 2 | 2₹10.4 L+₹25,412.76 (2.50%)Rejected-AOC | 2 | Rejected-AOC REJECTED | |
| 3 | 3₹10.5 L+₹34,532.73 (3.39%)Rejected-AOC | 3 | Rejected-AOC REJECTED |
Tender Value
₹10.4 L
EMD Value
₹26,200
Closing Date
20 Nov 2019, 6:00 pmClosed
Assistant ExecutiveE ngineer
KIP Oand M Subdivision No.1 Adoor
Lining of canal
2019_Irrig_312965_3
22/AEE/KIP/ADR/2019-20
Open Tender
Civil Works - Canal
Item Rate
90 days
near Bhagavathythara temple
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,700
online
₹26,200
Yes
14 Feb 2020
13 Nov 2019
23 Nov 2019
13 Nov 2019
20 Nov 2019
13 Nov 2019
Amount
Scheme 1 - Rectificatin between Ch. 450m to 490m
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
od9696/2017_2018/P2 : Cement mortar 1:4:7 using 20mm, broken stone for lining including all cost of materials, labour charges, watering, curing etc:- complete as per specification
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
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
Scheme 2 - Rectification from 490m to Ch.532m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
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
Scheme 3 - Rectification from 532m to Ch.574m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
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
Scheme 4 - Rectification from 574m to Ch.691m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
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
Scheme 5 - Rectification from 691m to Ch.735m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
Scheme 6 - Rectification from 735m to Ch.778m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
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
Scheme 7 - Rectification from 778m to Ch.821m
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
od42145/2019_2020/P2 : Canal lining in cement concrete 1:4:7 using 20mm nominal size broken stone to lines and levels for bed, sides and shoulders of canal including all cost and conveyance of materials, labour charges, watering, compacting, curing etc. complete as per specification and as directed by the departmental officers.( based on DAR Item 4.1.5)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
M R PUSHPAKUMAR
PUSHPANGADAN
Bidder Name
PUSHPANGADAN
M R PUSHPAKUMAR
M/s A.B Construction
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