PROVN OF PARKING SHEDS WITH HARD STANDING AT CERTAIN PLACES AT AF STN DADRI UNDER GE (AF) FARIDABAD

Amount

Excavation in trenches n. exc 1.5 m wide and 1.5 m deep or for foundation etc and for shafts, wells, manholes or similar items n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material not exc. 50m and depositing where complete all as specified and directed by Engineer-in-Charge.

M&L Hard core of gauge not exceeding 63 mm deposited spread and levelled in layers not exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:4:8 type D-2(using 40mm graded stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Returning filling in incl spreading ,levelling,watering,and well ramming in layers n exc 25 cm in soft loose soil complete all as specified and directed by Engineer-in-Charge.

M & L brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exc 6 m mean radius built in cm 1 : 6 with and including weep holes in brick work complete all as specified and directed by Engineer-in-Charge.

M & L rendering 15 mm thick on fair faces of brick work /concrete surfaces, finishing even and smooth without using extra cement in cement mortar 1 : 6 complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of cement base paint on walls over a coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:2:4 type B1 using 20mm graded aggregate as in fdn filling kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge.

M&L for 25 mm thick Sand filling under floors or as in sand cusioning for interlocking paver block fixing complete all as specified and directed by Engineer-in-Charge.

M&L for Laying Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade of approved make with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

S&F MS work as in vertical member of steel structure,MS pipe, MS square tube, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F joist channel angle, tee section, MS pipe, MS square tube, Roof Trusses (framed) ,bars , MS plate all structrual steel work fixed in purlin rafter cleat, support etc incl welding, riveting etc conf to Fe-410 Gde E-250 complete all as specified and directed by Engineer-in-Charge.

S & F Plates (plain or chequered) channels, Fe 410-W(Gde?E- 250) square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed by Engineer-in-Charge.

Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.5cm and n exc 30cm long dia 16 to 20 mm

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 complete all as specified and directed by Engineer-in-Charge.

Preparation of new steel surfaces and applying two coats of synthetic enamelled paint over a coat of red oxide complete all as specified and directed by Engineer-in-Charge.

M&L 75 mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection complete all as specified and as directed complete all as specified and directed by Engineer-in-Charge.

M/S ujjwal associates

GARG CONSTRUCTION CO