CERTAIN REVENUE AND MINOR WORKS AT LGJ MIL STN

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

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

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning soft soil, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed.

M&L for 100mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base below floors all specified and directed.

M & L 75 mm thick cement concrete type B1 1:2:4 using (20mm graded stone aggregate) as in hard standing finished even and smooth without using extra cement complete all as specified and directed by Engr-in-charge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compa ction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engr-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil complete all as specified and directed by Engneer -in-Charge

Returning filling in incl spreading, levelling watering and well ramming in layer n.exc 25cm thick complete all as specified and directed.

Removing surplus soil to a distance n. exc 50 m and depositing where directed at level n. exc 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge

Material and labour for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling & mass concrete complete all as specified and as directed by Engineer-in-charge.