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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Single Bid₹8.9 LAccepted-AOC | Single Bid | Accepted-AOC accepted |
Tender Value
₹8.9 L
EMD Value
₹22,400
Closing Date
19 Nov 2019, 11:30 amClosed
Assistant Executive Engineer,KIP(RB)Sub Division N
Assistant Executive Engineer,KIP(RB)Sub Division No.26,Karunagappally
Rectification of canal
2019_Irrig_317756_1
20/AEE/KIP/KPY/2019-20
Open Tender
Civil Works - Canal
Item Rate
120 days
Chathiyara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
online
₹22,400
Yes
9 Mar 2020
6 Nov 2019
20 Nov 2019
6 Nov 2019
19 Nov 2019
6 Nov 2019
Amount
Scheme. 1: Rectification work of Pavumba distributary between ch. 990 m and 1050 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 work of Pavumba distributary between ch. 1050 m and 1100 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 work of Pavumba distributary between ch. 1100 m and 1170 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 work of Pavumba distributary between ch. 1170 m and 1250 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 work of Pavumba distributary between ch. 1250 m and 1300 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 work of Pavumba distributary between ch. 1300 m and 1350 m
od35972/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50m and lift up to 1.50m, disposed soil to be levelled and neatly dessed in all kinds of soil for clearing the canal bed by desilting
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)
od35977/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to line and levels including proper compacting, curing, watering etc complete with all leads and lift etc complete as per specification or as directed by departmental officers at site
od35979/2019_2020/P2 : 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 : Rectification of Aqueduct column
26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25 mm average thickness
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
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
Bidder Name
V. KRISHNANKUTTY
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