PROVISIONING OF VISITOR CONTROL ROOM IN 16TS WICKET GATE AND APPROACH PATHWAY FROM CSD TO AFFWA

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.

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 sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth and not exc 3.00m depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outn soft/ loose soil complete all as specified and directed.

Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

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

M&L TMT bars 10m dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Ditto all as per item No. 7 above but 6-8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Ditto all as per item No. 7 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.