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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L−₹42.5 L (89.6%)Rejected-Finance RIYAS MANZIL VELICHIKALA PO KOLLAM | L2 | Rejected-Finance L2 | |
| 3 | L3₹5.0 L−₹42.5 L (89.5%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹5.1 L
EMD Value
₹12,800
Closing Date
10 Oct 2019, 5:00 pmClosed
Executive Engineer
KIP(LB) Division No 5, Kollam
SDRF KIP LB Sdn19 Kottiyam Mylakkad dist Rectification works of canal from ch 2460m 2640m
2019_Irrig_304261_1
28/EE/KIP/KLM/2019-20
Open Tender
Civil Works - Canal
Item Rate
90 days
Mylakkadu
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,300
Yes
online
₹12,800
Yes
22 Jan 2020
28 Sept 2019
15 Oct 2019
28 Sept 2019
10 Oct 2019
28 Sept 2019
Amount
Scheme:1 Ch.2460m to 2510m
2.32 : Clearing grass and removal of the 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)
od29613/2019_2020/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 Ch.2510m to 2560m
2.32 : Clearing grass and removal of the 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)
od29613/2019_2020/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 Ch.2560m to 2610m
2.32 : Clearing grass and removal of the 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)
od29613/2019_2020/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 Ch.2610m to 2640m
2.32 : Clearing grass and removal of the 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)
od29613/2019_2020/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.
RIYAS H
shajahan
Bidder Name
RAJU JAMES
RIYAS H
shajahan
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