SDRF-KIP RB 26-Rectification work ofThrikkunnapuzha north minor-2 distributory

Amount

Scheme 1: Rectification work of Thrikunnapuzha North Minor 2 between chainage 155 m and 200 m

od37148/2019_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

15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

od37351/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

Scheme 2: Rectification work of Thrikunnapuzha North Minor 2 between chainage 200 m and 270 m

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

od37351/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

Scheme 3 : Rectification work of Thrikunnapuzha North Minor 2 between chainage between 270 m and 320 m

od37148/2019_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

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od37451/2019_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

od37351/2019_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 Thrikunnapuzha North Minor 2 between chainage between 320 m and 370 m

od37148/2019_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

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od37463/2019_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

od37351/2019_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 Thrikunnapuzha North Minor 2 between chainage between 370 m and 420 m

od37148/2019_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

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od37463/2019_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

od37351/2019_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 Thrikunnapuzha North Minor 2 between chainage between 420 m and 510 m

od37148/2019_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

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od37463/2019_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

od37351/2019_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.

G GOPAKUMARAN PILLAI

Bidder Name

RAMAN PILLAI N

G GOPAKUMARAN PILLAI