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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹12.1 L+₹1,065.57 (0.09%)Rejected-AOC MADATHIN PADICAL HOUSE K S MANGALAM VAIKAM 686608 | KOTTAYAM | KERALA | 686608 | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹12.2 L+₹13,284.69 (1.10%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L3 | Rejected-AOC Third Lowest | |
| 4 | L4₹12.4 L+₹34,532.64 (2.87%)Rejected-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | L4 | Rejected-AOC Fourth Lowest | |
| 5 | L5₹12.6 L+₹58,653.15 (4.87%)Rejected-AOC | L5 | Rejected-AOC Fifth Lowest |
Tender Value
₹14.0 L
EMD Value
₹21,100
Closing Date
31 Aug 2021, 5:00 pmClosed
Executive Engineer
KIP(LB) Division No 5, Kollam
SDRF KIP LB Sdn No 19 Kottiyam Rectification of Kottiyam Branch Canal between Ch 5480m to 5760m near Kambikkada
2021_Irrig_434487_1
02/EE/KIP/KLM/2021-2022
Open Tender
Civil Works - Canal
Item Rate
180 days
Perumpuzha
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,800
Yes
₹21,100
Yes
12 Nov 2021
11 Aug 2021
6 Sept 2021
11 Aug 2021
31 Aug 2021
11 Aug 2021
Amount
Scheme I Rectification of canal from ch 5485m to 5514m
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
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)
od45351/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 2 Rectification of canal from ch 5514m to 5543m
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
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)
od45351/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 3 Rectification of canal from ch 5543m to 5572m
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
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)
od45351/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 4 Rectification of canal from ch 5572m to 5601m
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
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)
od45351/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 5 Rectification of canal from ch 5601m to 5630m
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
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)
od45370/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 of canal from ch 5630m to 5659m
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
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)
od45370/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 7 Recification of canal from ch 5659m to 5688m
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
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)
od45370/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 8 Rectification of canal from ch 5688m to 5717m
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
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)
od45370/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 9 Rectification of canal from ch 5717m to 5746m
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
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)
od45370/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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 : 10 Rectification of canal from ch.5746m to 5760m
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
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)
od47679/2020_2021/P2 : C C 1:4:7 using 20 mm broken stone over existing damaged portion of open canal to lines and lining of open canal includingcost of materials curing materials labour and hire charges etc complete
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.
SAJI P.C. CONTRCATOR
Hiran mohan
RIYAS H
H ANZAR
SUNIL KUMAR A CONTRACTOR
BINDHU AL
Bidder Name
KANCHANAM BUILDERS
SAJI P.C. CONTRCATOR
RIYAS H
SUNIL KUMAR A CONTRACTOR
H ANZAR
Hiran mohan
BINDHU AL
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