PROVN OF INTERLOCKING PATH WAY FROM MAIN ROAD TO BLDG NO T-120, PROVN OF STORE ROOM ,PROVN OF RATION STORE AT CERTAIN MIL UNIT,ADDN/ALTN OF BLDG NO T-681 OF CERTAIN MIL UNIT IN HASIMARA UNDER GE (S) BINNAGURI.

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

M & L for hardcore guage of broken stone or boulders of exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified.

M&L for 150 mm thick cement concrete 1:3;6 type C-2 (using 40 mm graded stone aggregate) as in path/ steps laid with and incl use and waste of form work and finishing the surface even and rough to receive the topping layer or tilling complete all as specified.

M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified.

Excavation in trenches n.exc 1.5 in deep and n.exc 1.5 m wide for foundation etc not exc 10 sqm on plan and getting out in soft / loose soil complete all as specified.

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified.

M& L 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.

M&L for PCC 1:3:6 type C-1 (using 20mm graded aggregate) as in copings/haunching including necessary form work etc complete all as specified.

M&L for applying two coats of synthetic enamel paint over a priming coat including preparation of new concrete surface over 10cm width or girth complete all as specified.

Returning filling in, incl spreading, levelling watering & well ramming in layers n.exc 25cm in hard/dence soil complete all as specified.