PROVISION OF SHED BETWEEN BLDG NO. T-09 AND T-07 AT TRANSIT CAMP PALCHAN UNDER AGE I R AND D MANALI.

Amount

Excavating in hard dence soil for 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 complete all as specified and directed by Engineer-in-charge.

Material and labour for PCC (1:3:6) type C-2, (using 40mm graded stone aggregate) as in foundation, mass fillings for posts/struts etc. complete all as specified and directed by Engineer-in-charge.

S&F for Steel work in tubular trusses including special shaped washer etc steel complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed by Engineer-in-charge.

S&F, Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lenghts i.e. within 20mm of the length indicated) GDE Fe 410-0 W (Gde E-250) quality A complete all as specified and directed by Engineer-in-charge.

M&L for two coats of synthetic enamel paint on new steel surfaces of any description exc. 10 cm width or girth including preparation of surfaces including one coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

S&F, Pre painted galvatume aluminium 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 complete all as specified and directed by Engineer-in-charge.

Removing excavated soil to a distance exc 250M but not exceeding 500 M and depositing where directed etc complete all as specified and directed by Engineer-in-charge.

Surface excavation n exc 30cm deep and averaging 15cm deep in Hard/ Dense soil.complete all as specified and directed by Engineer-in-charge.

Materials and labour for broken stone or boulder hard core of gauge n.exc, 63mm deposited spread and leveled in layers n.exc 15cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M & L for 25 mm sand cushion, filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-charge.

M & L for laying 60 mm thick machine pressed precast concrete interlocking paver block and shape and size conforming toIS 15658-2006 of M-35 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-charge.

M&L for PCC (1;2:4) type B-1 using 20mm graded stone agregete as in roof kerbs or mud stops, rounded or chamfered on edges of interlocking tiles complete all as specified and directed by Engineer-in-charge.

Arsh Builder