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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.9 L+₹33,472.44 (5.11%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.0 L+₹45,514.97 (6.95%)Rejected-AOC PERAMBRA KERALA | L3 | Rejected-AOC L3 | |
| 4 | L4₹7.1 L+₹51,939.79 (7.94%)Rejected-AOC KERALA KL KERALA | L4 | Rejected-AOC L4 | |
| 5 | L5₹7.8 L+₹1.2 L (18.9%)Rejected-AOC DOOR NO 148 KURUDIMUKKU ARIKKULAM PO KOYILANDY KERALA | L5 | Rejected-AOC L5 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
25 Apr 2023, 6:55 pmClosed
Assistant Executive Engineer
O/o,Assistant Executive Engineer, KYIP Canal Sub Division Vadakara
Rectification of Kanayankode distributary
2023_Irrig_571761_1
IRR/PI/TR/8451/2022_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
peruvattur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,176
Yes
25 Jun 2023
13 Apr 2023
27 Apr 2023
13 Apr 2023
25 Apr 2023
13 Apr 2023
13 Apr 2023 - 25 Apr 2023
Amount
Rectification of Kanayankode Distributary in between ch:0/000 km and 0/300 km
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
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)
4.3.2: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.
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)
4.1.3: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)
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
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.
Rectification of Kanayankode Distributary in between ch:1/300 km and 1/500 km
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
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)
4.3.2: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.
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)
4.1.3: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)
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
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
P.Sugunan
C K AMMED
VK BALAN
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY
Bidder Name
VK BALAN
P.Sugunan
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY
LIJIN T
C K AMMED
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