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Tender Value
₹7.1 L
EMD Value
₹17,900
Closing Date
9 Oct 2019, 5:00 pmClosed
Assistant Executive Engineer,
Assistant Executive Engineer, KIP (RB) Sub Division No.26, Karunagappally
Rectification of Canal
2019_Irrig_304718_1
30/AEE/KIP/KPY/2019-20
Open Tender
Civil Works - Canal
Item Rate
120 days
Sooranad North
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,600
Yes
online
₹17,900
Yes
29 Jan 2020
30 Sept 2019
11 Oct 2019
30 Sept 2019
9 Oct 2019
30 Sept 2019
Amount
Scheme 1: rectification work between ch.2800 m and 2850 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 between ch.2850 m and 2900 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 between ch.2900 m and 2950 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 between ch.2950 m and 3000 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 between ch.3000 m and 3050 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 between ch.3050 m and 3100 m
od33844/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed 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)
od33845/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od33846/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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.
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