PROVN OF SHEDS IN TARAPORE ENCLAVE AND OPEN SHED FOR FURNITURE IN BSO YARD UNDER GE (WEST) FEROZEPUR CANTT

Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cum , getting out, returning, filling in and raming earth or broken , in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete type C-2 1:3:6 (40 mm graded aggregate in foundations,filling and mass concrete complete all as specified and as directed.

S&F Structural Steel Fe-410- W(Gde E-250) quality 'B' Rolled sections as in Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.tes complete all as specified and directed.

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

S&F 2mm thick fibre glass reinforced translucent corrugated/ plain sheeting with two corrugation side lap fixed with J-type or L-type hook bolts complete all as specified and as directed.

M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L for cement concrete type B-1, 1:2:4 (20 mm graded aggregate) as in roof and parapet wall junction, roof benching, kerbs, mud stop, coping, rounded or chamfered on edges and all other similar works including form work complete all as specified and as directed.

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

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

Returning filling in layers including leveling watering and well ramming in layers n.exc 25 cm thick compelte all as specified and directed.