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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MADATHIN PADICAL HOUSE K S MANGALAM VAIKAM 686608 | KOTTAYAM | KERALA | 686608 | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹13,500
Closing Date
16 Oct 2021, 5:00 pmClosed
Assistant Executive Engineer
KIP LB Subdivision No 19 Kottiyam
SDRF KIPLB Sdn no 19 Kottiyam Rectification of Kottiyam Branch canal between ch1380m
2021_Irrig_443494_1
13/AEE/KIP/LB/SDN19/2021-22
Open Tender
Civil Works - Canal
Item Rate
180 days
Ambipoyika
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,100
₹13,500
1 Jan 2022
5 Oct 2021
22 Oct 2021
5 Oct 2021
16 Oct 2021
5 Oct 2021
Amount
Scheme 1 Rectification 0f canal from ch: 1380m to 1409m
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
15.2.2 : 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
od48846/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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 Retification of canal rom ch:1409m to 1438m
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
15.2.2 : 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
od48847/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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:1438m to 1467m
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
15.2.2 : 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
od48364/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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:1467m to 1496m
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
15.2.2 : 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
od48364/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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:1496m to 1525m
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
15.2.2 : 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
od48364/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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 between ch :1525m to 1554m
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
15.2.2 : 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
od48736/2020_2021/P2 : CC 1:4:7 using 20mm broken stone over existing damaged portion of open canal to lines and re-lining of open canal etc. complete as per direction of Departmental officers at siteLining with Cememt Concrete 1:4:7
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
Bidder Name
SAJI P.C. CONTRCATOR
RIYAS H
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