PROVN OF HARD STANDING FOR B VEH AT JOURIAN GARRISON UNDER GE (S) AKHNOOR.

Surface excavation not exc. 30cm and averaging 15cm deep getting out in any type of soil, complete all as specified and as directed.

Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge.

M&L for 100mm thick hardcore of gauge n.exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n.exc. 15cm thick watered and rammed to a true surface, complete all as specified and as directed.

M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specifed and as directed by Engineer-In-Charge.

M&L for machine pressed precast concrete interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and no pigment including 25mm thick sand cushioning, complete all as specified and directed by Engineer-In-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 (Design mix) grade 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 as directed.

M&L for plain cement concrete type B-1, 1:2:4 (20mm crushed stone aggregate) in kerbs or mud stops rounded or chamfered edges etc., including necessary formwork, complete all as specified and as directed.