PROVN OF HARD STANDING FOR VEH WAITING AREA IN FRONT OF SUPPLY DEPOT AT BINNAGURI MIL STN UNDER GE (S) BINNAGURI

Surface excavation n.exc (not exceeding) 7.50 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed.

Removing excavated materialn exc. 50m and depositing wheredirected at a level n exc. 1.5 m above the starting point

M &L for Stone Hardcore of gauge n exc. 63 mm, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engr-in-Charge.

M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in path /steps laid with and incl use and waste of form work and finishing the surface even and rough to receive the topping layer or tiling complete

Sand filling under floors or in foundations including watering and consolidation

M&L 80 mm thick M-30 grade factory made vibratory compacted cement concrete rubber moulded, interlocking paver block any shape and size confiroming to IS 15658-2006 with grey cement and pigment as approved laid over and incl 50 mm thick consolidated sand cushion and joints filled with sand complete all as specified and directd.

M&L PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) for fdn/ mass concrete complete all as specified and as directed

Providing and laying at or near ground level factory made kerb stone of M-25 grade(SIZE 450X300X100) cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.all as specified and directd.