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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹6.9 L+₹1.0 L (17.8%)Rejected-AOC | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹7.0 L+₹1.2 L (20.4%)Rejected-AOC | L3 | Rejected-AOC Third Lowest |
Tender Value
₹7.3 L
EMD Value
₹18,150
Closing Date
8 Oct 2020, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer KIP RB Division No II Pulamon Kottarakkara PIN 691531
Rectification of breached portion of canal and leading channel Rectification of breached portion of canal and leading channel
2020_Irrig_387583_1
01/ET/KIP/RB/DnII/2020-21
Open Tender
Civil Works - Canal
Item Rate
60 days
Meenamkodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,890
Yes
SBI Kottarakkara
₹18,150
Yes
19 Nov 2020
25 Sept 2020
12 Oct 2020
25 Sept 2020
8 Oct 2020
25 Sept 2020
Amount
SCHEME - 1 SIDE WALL
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 etc.complete as per specification and as per the direction of Engineer-in-charge.
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 specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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.complete as per specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
SCHEME - 2 MAKING UP WALL
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 etc.complete as per specification and as per the direction of Engineer-in-charge.
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 specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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)
SCHEME - 3 MAKING UP WALL
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
4.1.5 : 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)
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
SCHEME - 4
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 etc.complete as per specification and as per the direction of Engineer-in-charge.
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 specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
SCHEME - 5 - MAINTENANCE OF EXISTING LEADING CHANNEL
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)etc.complete as per specification and as per the direction of Engineer-in-charge.
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.etc.complete as per specification and as per the direction of Engineer-in-charge.
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 etc.complete as per specification and as per the direction of Engineer-in-charge.
od54461/2019_2020/P2 : Cement concrete 1:4:7 20mm broken stone to lines and levels for bed and sides of canal including all cost and conveyance of aii materials ,Label charges,watering, curing etc.complete as per specification and as per the direction of Engineer-in-charge.cost for 1m3concrete.
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 as per specification and as per the direction of Engineer-in-charge.
ANOOP K VARGHESE
AJAS A L
Bidder Name
Mathew M
ANOOP K VARGHESE
AJAS A L
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