PROVN OF PCC PATHWAY, PATHWAY WITH HEAVY DUTY TILES AND RAISED PLATFORM WITH OVERHEAD SHED AT NAMS

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as pecified and directed.

Excavation in trenches in soft/loose soil not exc 1.5 m wide and not exceeding 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan and getting out complete all as specified & directed.

Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm thick complete all as specified and directed

Removal of surplus soil to a distance n exc 50m and depositing where directed at a level n exc 1.5m above from the starting point complete all as specified and directed.

M & L for Hard core with broken stone boulders to gauge n exc 63mm complete all as specified and directed

M & L for 100 mm thick PCC 1:4:8 type D-2, using 40 mm graded crushed stone agg as in sub base etc complete all as specified and directed.

M & L for 12 mm thick heavy duty , exterior grade durastone ultrastrong outdoor tile suitable to use as in path etc set, laid over screed bed or bedding layer of 15 mm thick in cement mortar (1:6) and jointed and pointed in neat cement slurry with white cement and pigment complete all as specified and directed

M&L Providing and laying 60mm thick factory made chamfered edge cement concrete interlocking paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; etc complete all as specified and directed.

M & L for factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.

M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed.

M&L for 15mm thick cement plaster on fair faces of bricks surfaces or concrete surfaces in CM 1:4 finished even and fair without using extra cement complete all as specified and directed.

M&L for preparation of new concrete surfaces and applying two coats plastic emulsion paint over a coat of primer complete all as specified and directed.

M & L Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less finishing concrete surface even and smooth with using extra cement etc complete all as specified and directed.

S & F Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ joint of 100 mm thick concrete complete all as specified and directed.

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

M&L for mirror polished machine cut Kota stone slab flooring 20-25mm thick over 20mm thick screed bed in CM 1:4, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engr-in-Charge.

M&L for Mirror polished machine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed 10mm thick in CM (1:3) & jointed with grey cement slurry mixed with pigment to match the smooth of the slab incl rubbing & polishing complete all as spd & directed.

M&L for PCC 1:4:8 type D-2 (using 40 mm thick crushed stone aggregate) as in foundation, mass concrete complete all as specified and directed.

M&L for PCC 1:2:4 Type B-1 (using 20mm stone crushed agg.) as in coping etc rounded or chamfered on edges complete all as specified and directed.

S&F for steel work in tubular trusses, vertical post, purlins and rafters etc including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St -240 complete all as specified and directed.

S&F MS plate or angle, channel, square cut or notched with riveted, bolted, or welded attachment complete all as specified and directed.

S&F Pre- painted galvalume aluminum zinc coating GI based manglore tile pattern profile sheet 0.55mm thick of any clour/ pattern approved by GE having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws fixed with L & J hooks and washers, in roofs, walls etc all as spd and directed

M & L for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge

M & L for mild steel TMT bars 5mm dia and over upto including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge

M & L for RCC M-20 (Nominal mix) using 20mm graded aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, flat surfaces of concrete , surface is required to be fair finished complete all as specified and as directed by the Engineer-in-Charge

M & L for M-20 (Nominal mix) using 20mm graded aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed by the Engineer-in-Charge.

M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, rectangular or polygonal surfaces of concrete , surface is required to be fair finished. complete all as specified and as directed by the Engineer-in-Charge

M&L for preparation of new or untreated steel surface of any description, not otherwise descri-bed, over 10cm width or girth and applying two coats of synthetic enamel paints over a coat of red oxide primer complete all as specified and directed.

Sai Construction Co. (BID ID -3285431)

tarlok singh contractor (BID ID -3285462)

AJ. Owners (BID ID -3285390)

M/s Vijay Construction Co. (BID ID -3288993)

Santokh Singh and Associates (BID ID -3285490)