PROVN OF FOOTPATH AROUND PBOR MD ACCN AT MIL STN KATIHAR UNDER AGE (I) KATIHAR

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Returning filling incl spreading levelling watering and well ramming in layers not exc 25 cm for soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed, complete all as specified and as directed by Engineer-in-Charge.

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

M&L cement concrete type B2-1:2:4 ( 40 mm graded aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for 75 mm thick PCC 1:4:8 type D-2 (40 mm graded crushed stone aggs) as in in sub base finish even and rough to receive to top layer complete all as specified and as directed by Engineer-in-Charge.

M&L Providing and laying 60mm thick factorymade 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 & patternover and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction 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 as directed by Engineer-in-Charge.

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 and as directed by Engineer-in-Charge.