Construction of Toe wall and Pucca Khul section at RD 300m and 1250m at main canal of LIS Dadwara.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Dumping stone excluding cost of stones.

Supply of Stones

Carriage of Stones at avg. distance of 5 km by MT

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms.

Centering and shuttering including strutting, propping etc. and removal of form work for: 5.9.16 Edges of slabs and breaks in floors and walls Under 20 cm wide

CEMENT PLASTER (IN COARSE SAND) 1 : 4 ( 1 cement : 4 coarse sand)

Carriage of sand and aggrigate at avg. distance of 5km by MT.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete