Construction of a drain in Ward No. 15 extending from Ranbir house via the Ganga Canal quarters to Rahul house and further from Rahul house to Lovely Dhaba.

Dismantling of Structures Dismantling of existing structures like culverts, bridges.1 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, 2 retaining walls and other structures comprising of brick masonry, including disposal of unscrviccable material

Dismantling of flexible pavements and disposal of 3.3 dismantled materials upto a lead of 100 m, stacking serviccable and unserviceable materials

Excavation in foundation for retaining, breast walls etc, in all types of soils separately as per and rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and 245 technical

Construction of granular sub-base by providing well graded material, spreading 5 in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 28 smooth wheel roller to

Slip clearance (by manual means) of loose earth and other 6 small louse materials including disposal complete as directed by the Engineer-incharge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and 7 shuttering All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)

Providing concrete for plain/ reinforced concrete in open foundations complete as 21 per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 16 1202

Providing steel R.S.Js/built-up steel sections including 10 cutting, welding/rivetting hoisting, fixing in position for composite girders with shear conucctors complete with