PROVN OF ROADS FOR VARIOUS UNITS AT HISAR MIL STN UNDER GE HISAR

Surface dressing n exc15 cm deep and forming levelled ground to lay sub base in soft/loose soil complete all as secified and directed

Rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne complete all as specified and directed

M & L for 150mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber required using 8 to 12 ton road roller complete all as specified and directed

M&L for 150mm thick (compacted thickness laid in two layers of 75mm each) WBM, with coarse aggregates granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size) spread, rolled and consolidated to gradient and camber required using 8 to 12 tonne road roller complete all as specified and directed

M&L for Preparing WBM surfaces of road by brushing with wire brush for removing caked mud, etc sweeping with broom & finally fanning the cleaned surface with gunny bag to remove all loose dirt etc and complete all as specified and directed.

M&L for applying evenly tack coat of paving bitumen (VG-10) and penetration @ 10 Kg per 10 Sqm complete all as specified and directed.

M&L for Bituminous premixed semi-dense asphaltic concrete 40mm thick consolidated thickness (Design mix) using minimum with 5.5% binder content by weight of total mix, laid with self propelling mechanical paver and rolling with 8 to 12 tonne road roller to the required camber and gradient (using paving bitumen VG-30) to uniform smooth surface, complete all as specified and directed.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop lines, dashes, arrows etc. and the like n exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactureres instruction, complete all as specified and directed.

S&F RCC pipe class NP-2 laid to slope in trenches jointed and tested complete with collars for 150 mm dia pipe 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 all as specified and directed,