Permanent Restoration of Bharatgarh to Hardulivian road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-163, Block Nud, District Samba Call-2nd

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 byEngineer-in-Charge.All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level with:1 : 5 :10 (1 cement :5 fine sand 10 graded stone agg. 40 mm nominal size)

Providing and laying in position cement conc. of specified grade incl curing but excl. the cost of centering and shuttering – All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand :8 graded stone agg. 40mm nominal size )

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering.All work upto plinth level with1:3:6 (1 cement :3 coarse sand :6 graded stone agg. 20 mm nominal size)

Providing and laying cement conc. in retaining walls, return walls, walls,(any thickness) including attached pilasters, columns, piers, abutments,pillars, posts, struts, buttresses, string or laces, courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering shuttering and finishing. 1:3:6 (1 cement :3 coarse sand :6 graded stone agg. 20 mm nominal size)

Providing and making Gabion structure with Mechanically woven Double twisted Hexagonal Shaped wire with mesh gabion boxes

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

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12 mm thick cement plaster of mix 1:4

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete