DLT work in Karamala LSS Scheme in Pathanamthitta district

Amount

RETAINING WALL TYPE A 1M HEIGHT 63RM

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up to 1.5 m,disposed earth to be levelled and neatly dressws.All kinds of soil

60.7.1 Dry Rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. completed as per direction of Departmental officers at site

4.3.1 Centering and shttering including strutting,propping etc.and removel of form work for foundations,footings,bases for columns

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 (1cement:3 coarse sand :6graded stone aggregate 20 nominal size)

RETAINING WALL TYPE B 1.5M HEIGHT 60RM

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up to 1.5 m,disposed earth to be levelled and neatly dressws.All kinds of soil

60.7.1 Dry Rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. completed as per direction of Departmental officers at site

4.3.1 Centering and shttering including strutting,propping etc.and removel of form work for foundations,footings,bases for columns

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 (1cement:3 coarse sand :6graded stone aggregate 20 nominal size)

RETAINING WALL TYPE C 2M HEIGHT 143RM

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up to 1.5 m,disposed earth to be levelled and neatly dressws.All kinds of soil

60.7.1 Dry Rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. completed as per direction of Departmental officers at site

4.3.1 Centering and shttering including strutting,propping etc.and removel of form work for foundations,footings,bassess for columns

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 (1cement:3 coarse sand :6graded stone aggregate 40 nominal size)

RETAINGWALL TYPE D 2.5M HEIGHT 30RM

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up to 1.5 m,disposed earth to be levelled and neatly dressws.All kinds of soil

60.7.1 Dry Rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. completed as per direction of Departmental officers at site

4.3.1 Centering and shttering including strutting,propping etc.and removel of form work for foundations,footings,bases for columns

5.22.6 Steel reinforcement for RCC work including straghtening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

5.1.3 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 level1:2:4(1 cement:2coarse sand: 4graded stone aggregate 20mm nominal size)

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 (1cement:3 coarse sand :6graded stone aggregate 20 nominal size)

Murali Constructions

RENJITH R