Provn of bicycle parking shed at Arjun block and Provn of approach path connecting bldg No RA-26 to RA-27 at DSC Centre Kannur under AGE (I) Cannanore.

Amount

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed.

Excavating in 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 in hard/dense soil and all as specified and as directed.

Excavating in trenches n.exc. 1.5m wide and n exc 1.5m in depth for foundation, laying of LT UG cable, pipe, pole, stay etc and n exc 10sqm on plan and getting out in in hard/dense soil all as specified and directed.

M & L for plain cement concrete (1:4:8), type D2 using 40 mm graded stone aggregate as in foundation of building, pole, strut, stay etc all as specified and directed.

Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation all as directed

Removing surplus excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.

M&L for laterite stone masonry, regular coursed, well bonded and solidly hearted , built in CM (1:6) all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:4) on stone masonry surfaces, finished even and smooth without using extra cement all as specified and directed .

M&L for structural steel work in tubular trusses including special shaped washer, complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade st-240 and painted one shop coat zinc chromate primer paint incuding preparation of surfaces at contractors workshop before fabrication complete all as specified and directed.

M&L for MS plates (plain or chequered) channels, square cut or notched, forming holes etc using Fe 410-w (Gde E -250) quality B all as specified and directed .

M&L for hard core of guage n.exc 63mm broken stone or boulders, deposited, spread and levelled in layers n.exc 10cm thick watered and rammed to a true surface all as specified and directed

M&L for 100 mm thick PCC 1:2:4, type B2, using 40 mm grade stone aggregate as in floor, finished even and smooth without using extra cement and spike rolling to surfaces or making impressions of expanded metal,whilst the concrete is green all as specified and directed.

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

M&L preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer all as specified and as directed.

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

Providing, cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) in coping, rounded or chamfered on edges including necessary form works all as specified and directed.

M&L for 75mm thick PCC 1:3:6, type C2 using 40mm graded stone aggregate as in plinth protection, finished even and smooth without using extra cement all as specified and directed

Removing excavated materials (soil) exceeding 250m and not exc. 500m and depositing where directed at a level not exceeding 1.5m above starting point all as specified and directed.

M&L 150mm thick Soling (or sub base) using 63mm to 90mm broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber using hand roller all as specified and directed.

M&L for 100 mm thick PCC 1:3:6, type C2, using 40 mm grade stone aggregate as in sub base all as specified and directed.

M&L Machine pressed precast concrete interlocking paver block approved colour, design and pattern confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment as in foot path, lawn, drive ways etc madeby table vibratory method using PU mould, including 50mm spread thickness of 6mm graded coarse aggregate compacting and proper embedding, laying of paver block , filling the joints with sand all as specified.

M&L for rendering 15mm thick in cement mortar (1:4) on brick or concrete surfaces, finished even and smooth without using extra cement all as specified and directed .

M&L PVC (SWR) pipe type 'B' 100mm bore single socketed with solvent cement joints laid in trenches or in floors all as specified and directed.

RS ENTERPRISES

M/S V ASSOCIATES

M/S AARJAY ASSOCIATES