Nagar palika Prishad Ramnagar Sthit Puchhari me Trounching Ground ki Char Diwari ka Nirman Kary

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Supply and filling in plinth with sand under floors including watering ramming consolidating and dressing complete.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1: 6:1 2 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth Cement mortar 1: 6 (1 cement: 6 coarse sand)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1: 6 (1 cement: 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

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 (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500D or more.

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