PROVISION OF FURNITURE SHED FOR BSO AT AF STN MEMAURA

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

Excavation in trenches n.exc. 1.5m wide and n.exc. 1.5 m in depth for foundation etc. and getting out in any type of soil

M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregateas in foundation, filling complete all as specified and directed.

S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed.

S & F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed.

S&F steel works in tubular truss, purlins, post etc including special shaped circular/rectangular/.square hollow steel section conforming to I.S. 1161 -1979/IS:4923-2017 of grade Yst-310 complete all as specified and directed.

S&F steel plates (plain or chequered) channel square cut or notched (ordinary and counter sunk) forming holes without any attachment Fe-290 (Gde-E-165) complete all as specified and directed.

Material & labour for preparation of new previously untreated steel surface of any description over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Returning filling in, including spreading levelling watering and well remming in layers n. exc. 25 cm as in soil.

Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed