PROVN OF COVERED SHED AND WIDENING OF PATH FROM SC WING TO CC-155 (COMBAT LIB) AT AWC AND PROVN OF WATER SUPPLY PIPELINE BETWEEN JC WG MAIN BLOCK C DIV AND E DIV COMPLEX UNDER GE (AWC) MHOW

Excavation in post holes (or similar holes) each not exceeding 0.50 cum, in soft/loose soil, getting out, returning filling in & ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering or removing surplus soil to a distance not exceeding 50 m & making good surface complete all as specified & directed.

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

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS:1161-1998 grade St-240 complete all as specified & directed.

M&L for Fe 410-W (Gde E-250 quality A) 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 complete all as specified and directed.

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

M&L for preparation of new or previously untreated surfaces of any description, over 10 cm in width or girth, not otherwise described & apply two coat of synthetic enamel (ordinary tint) over & including one coat of red oxide, zinc chrome primer complete all as specified & as directed.

M&L for Excavating over areas, n exc 1.5 m deep and getting out in soft /loose soil etc complete all as specified and directed.

M&L for Removing excavated material (Soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.

M&L for Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade conforming to IS 15658:2006 with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base of floor complete all as specified and directed.