Name of Work:- PROVN OF HARD STANDING FOR VEH WAITING AREA IN FRONT OF SUPPLY DEPOT AT BINNAGURI MIL STN UNDER GE (S) BINNAGURI
Sl. No.
Item Description
1
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.
2
Removing excavated materialn exc. 50m and depositing wheredirected at a level n exc. 1.5 m above the starting point
3
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.
4
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
5
Sand filling under floors or in foundations including watering and consolidation
6
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.
7
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
8
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. Please Enable Macros to View BoQ information
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