ENHANCEMENT OF JUDGES LAWN BEHIND COURT ROOM NO. 10 TO 18 IN PUNJAB AND HARYAN HIGH COURT, SECTOR 1, CHANDIGARH.

Providing and Fixing of M.S. sheet jaffery made up of 1.6 mm thick (16 gauge) MS Sheet as per approved shape & design having dip at centre of ½” with 1” flange both side with total width 4” wide and 6'0" height placed alternate on both side of frame of size 6’0”x6’0” made up of M.S. Hollow rectangular pipe of size 70mm x50mm x2mm (Top, bottom centre & both vertical sides) complete welded to each other making the single unit. The frame shall be welded with ISA 50x50mmx4mm at both ends of height 8’4”. The complete Jaffery panel shall be finished with steel primer and special quality synthetic enamel paint of approved make and colour. The whole panel shall be fixed in cement concrete Pedestal of size 2’0”x2’0”x2’0” complete in all respects and to the entire satisfaction of the Engineer in charge.

Providing and fixing of 40 mm thick fine dressed Red sand stone flooring pathway over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), having joint gap of 2” in transverse direction and joint gap of 10.5” in longitudinal direction including the excavation of Red sand stone and laying of lean concrete (PCC) 1:4:8 (1 Cement : 4 Sand: 8 aggregate) over a compacted layer of 50mm thick sand. The longitudinal and transvers joints shall not be dug. The level of Red stone flooring pathway shall be ½” up as compared to ground level complete as per the design and pattern complete in all respects and to the entire satisfaction of the Engineer in charge. Based on DSR 11.29.1

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil DSR 2.6.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6(1 cement :6 coarse sand) DSR 7.6.1

Please Enable Macros to View BoQ information