PROVISION OF FOOT PATH FROM BLDG NO P-8 TO MAIN GATE AT CGRA COMPLEX, MALKAPURAM VISAKHAPATNAM UNDER GE(I)(CG) VIZAG

Surface dressing not exceeding 15 cm deep and geeting out in hard/dense soil complete all as specified and as directed

M&L for hard core of broken stone or boulder, gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces including rolling and consolidation of formation surfaces in cutting with power roller, exc 8 tonne to 12 tonne capacitycomplete all as specified and directed.

M & L for 40 mm thick PCC 1:2:4, type B1, (using 20mm graded stone aggregate) as in sub- base floor/hard satanding finished the surface fair and rough to receive subsequent layer with and including necessary formwork complete all as specified and as directed.

M & L for non-skid, ceramic, coloured tiles 10 mm thick (square/rectangular) area of each tile exc 0.18 sqm but n.exc 0.38 sqm, in floors etc, complete all as specified and directed.

M&L for 15 mm thick screed bed in cement mortor 1:4 and set & jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles complete all as specified and directed.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 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., complete all as specified.

Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level n exc 1.50 mtr above the starting point complete all as specified & directed.