SDRF-KIP RB Sub Dn.26 Knply-Rectification work of Pallickal distributory between Ch.3000 m to 3300 m including well Syphon at ch .3000m and 3010 m

Amount

scheme 1. Rectification of pallickal distributory syphon well at ch3000 M

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

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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.

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)as per the direction of the departmental officers at site

scheme 2. Rectification of pallickal distributory syphon well at chainage 3010 m

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

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)as per the direction of the departmental officers at site

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.

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)as per the direction of the departmental officers at site

scheme 3. Rectification of pallickal distributory syphon well and lining of canal between chainage 3110 and 3126 m

5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars

od48072/2019_2020/P2 : Clearing the grass and removal of the rubbish upto a distance of 50m outside the peiphery of the area cleared and jungle including uprooting of rank vegetation, grass, brush wood, trees, and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared

od48073/2019_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)

od48080/2019_2020/P2 : C.C.1:4:7 using 20 mm brocken stone over existiing damaged portion of open canal to lines and re-lining of open canal etc.complete asper direction of Departmental officers at site Lining with cement concrete 1:4:7as per the direction of the departmental officers at site

od48075/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc completeas per the direction of the departmental officers at siteas per the direction of the departmental officers at site

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 pallickal distributory lining of open canal between chainage 3126 m and 3158 m

od48076/2019_2020/P2 : Clearing grass and removal of the rubbish upto a distance of 50m outside the periphery of the area cleared and jungle including uprooting of rank vegetation,grass ,brush wood,trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

od48077/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth upto 50 m and lift upto 1.5m , disposed soil to be levelled and neatly dressed in all kinds of 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)

od48080/2019_2020/P2 : C.C.1:4:7 using 20 mm brocken stone over existiing damaged portion of open canal to lines and re-lining of open canal etc.complete asper direction of Departmental officers at site Lining with cement concrete 1:4:7

od48075/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete as per the direction of the departmental officers at site

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 pallickal distributory lining of open canal between chainage 3158.m and 3190 m

od48072/2019_2020/P2 : Clearing the grass and removal of the rubbish upto a distance of 50m outside the peiphery of the area cleared and jungle including uprooting of rank vegetation, grass, brush wood, trees, and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared

od48077/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth upto 50 m and lift upto 1.5m , disposed soil to be levelled and neatly dressed in all kinds of 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)

od48080/2019_2020/P2 : C.C.1:4:7 using 20 mm brocken stone over existiing damaged portion of open canal to lines and re-lining of open canal etc.complete asper direction of Departmental officers at site Lining with cement concrete 1:4:7

od48075/2019_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 of pallickal distributory lining of open canal between chainage 3190m and 3222 m

od48072/2019_2020/P2 : Clearing the grass and removal of the rubbish upto a distance of 50m outside the peiphery of the area cleared and jungle including uprooting of rank vegetation, grass, brush wood, trees, and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared

od48073/2019_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)

od48080/2019_2020/P2 : C.C.1:4:7 using 20 mm brocken stone over existiing damaged portion of open canal to lines and re-lining of open canal etc.complete asper direction of Departmental officers at site Lining with cement concrete 1:4:7as per the direction of the departmental officers at site

od48075/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc completeas per the direction of the departmental officers at site

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 pallickal distributory lining of open canal between chainage 3222 m and 3254m

od48072/2019_2020/P2 : Clearing the grass and removal of the rubbish upto a distance of 50m outside the peiphery of the area cleared and jungle including uprooting of rank vegetation, grass, brush wood, trees, and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared

od48077/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth upto 50 m and lift upto 1.5m , disposed soil to be levelled and neatly dressed in all kinds of 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)

od48080/2019_2020/P2 : C.C.1:4:7 using 20 mm brocken stone over existiing damaged portion of open canal to lines and re-lining of open canal etc.complete asper direction of Departmental officers at site Lining with cement concrete 1:4:7as per the direction of the departmental officers at site

od48075/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc completeas per the direction of the departmental officers at site

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.

Bidder Name

V. KRISHNANKUTTY