PROVN OF OVERHEAD SHED FOR ALL KOT OF QM FORT FOR CLEANING OF WPNS AND PROVN OF HARD STANDING FOR CYCLE PARKING FOR CADETS BEHIND KHETRAPAL PARADE GROUND AT NDA KHADAKWASLA

Amount

Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, returning, filling in hard ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard dense soil.

M&L for providing plain cement concrete (1:3:6) type C2, using 40 mm graded stone aggregate, as foundation filling and mass concrete complete all as specified and directed.

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

S&F pre painted galvatume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastening and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance piecs, cleats etc Fe-410-w (Gde- E-250) quality - A

S&F for steel work in tubular posts incuding special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St- 240

S&F rolled mild steel plates as in guesset plates, base plates etc including necessary fasterners required for fixing complete all as specified and as directed

S&F mild steel bolts purpose made, with hexangonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 12 n. exc 20 mm complete all as specified.

M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer

Cutting grooves in brick/stone wall, 75 mm wide and 65 mm deep and shaping horizontal face of groove with cement mortar (1:3) after fixed of PGI/CGI sheet all specified and directed

Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil

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

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

M & L for 75 mm thick plain cement concrete type D2 using 40mm graded stone aggregate (1:4:8) as in sub base or simillar works all as specified and directed

M & L for 100 mm thick plain cement concrete type B2 using 40mm graded stone aggregate (1:2:4) as in hard standing /path etc or simillar works all as specified and directed

M & L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’all as directed

Excavating in trenches in hard dense soil , 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 sq m on plan and n exc 1.5 m in depth and getting out

M&L for plain cement concrete in (1:4:8) type D2 using 40mm graded stone aggregate as in mass concrete or simillar work all as specified and directed

M&L for precast cement concrete block masonry with solid blocks of PCC (1:3:6) type C1 using 20mm graded stone aggregate in the proportion as directed exc 10cm in width and set and jointed in Cement Mortar (1:6) complete all as specified and directed.

M&L for rendering 10mm thick in cement mortar 1:6 to the fair faces of brick work or concrete surfaces to be finished even and smooth without using extra cement all as specified and directed

M&L for two coat of cement based paint on wall surfaces incl preparation of new treated surface over a coat of alkaly resistant primer complete all as specified and directed.

Returning filling in hard dense soil including spreading levelling, watering & well ramming in layers n. exe 25cm all as specified and directed

Removing excavated material not exc 50mtr and depositing where directed at a level exc 250 m But not exc 500 m above the starting points in any type soil

AVS CONSTRUCTION

ELIEYAS TRADERS

M/s.C.D.Rathod

Sayili Enterprises

M/S SHREE CONSTRUCTIONS

agarwal and company

Sarkar Enterprises

G V HAGAWANE

MANISH VEDPRAKASH ARORA