PROVISION OF TEMPORARY STORE ROOM FOR MEDICAL DOCUMENTS AND OCG ITEMS AT DAV AT CAMERO COMPLEX

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

Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in hard / dense soil complete all as specified and directed.

Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed.

Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m from straight point outside of MOD land complete all as specified and directed.

M & L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

M&L Hard core of broken stone boulders of gauge n exc 63 mm, deposited spread and leveled in layers n exc 15 cm thick, watered and rammed to true surface complete all as specified and directed.

M & L for 100 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in sub base, floors and pavings etc. including using plate type electric vibrator complete all as specified and directed.

M & L for 25mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) complete all as specified and directed.

M&L TMT bars 10mm 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 as in stirrups complete all as specified and directed.