SDRF.KIP RBNo.26-Rectification work of Thottuva distributory between Ch.3500 m and 3700m and Thottuva 2nd minor distributory between Ch. 0m and 250 m under section KIP RB 41-26,Karunagappally

Amount

Scheme 1: Rectification of Thottuva Distributary between chainage 3500 M and 3600 M and construction of box culvert

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

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

od39514/2019_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

od39515/2019_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

od39516/2019_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 of Thottuva Distributay between chainage 3600 M and 3700 M

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

od39524/2019_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

od39515/2019_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

od39516/2019_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 of Thottuva 2nd Minor between chainage 0 M and 120 M

od39524/2019_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

2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil

2.4 : Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth

od39515/2019_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

od39516/2019_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 of Thottuva 2nd Minor Distributary betwen chainage 125 M and 250 M

od39524/2019_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

2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil

2.4 : Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth

od39515/2019_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

od39516/2019_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.

Bidder Name

R.Rajendran Pillai