CWE/PAT/T-23/E8

Amount

Excavation over area in soft / loose soil n.exc 1.5m deep and getting out complete all as specified and as directed.

Excavation in trenches is soft/loose soil n.exc 1.50 M wide and n.exc 1.50 in depth and getting out complete all as specified and as directed.

PCC (1:4:8) type D2 (using 40 mm graded stone aggregates) as in foundation,filling and mass concrete complete all as specified and as directed.

Reinforced cement concrete M-25 (design mix) using 20 mm graded crushed stone aggregate as in foundation, including raft footing, foundation beams, plinth beams, bases for columns etc complete all as specified and as directed.

Returning,filling in soft / loose soil, including spreeding,levelling watering and well ramming in layers not exc 25 cm each complete all as specified and as directed.

Removing of excavated Material n.exc 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and as directed.

Filling of earth under floor including spreading and levelling in layers n.exc. 25 cm thick including well ramming, watering as required complete all as specified and as directed.

Reinforced cement concrete M-25 (design mix) using 20 mm graded crushed stone aggregate for Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed.

Reinforced cement concrete M-25 (design mix) using 20 mm graded crushed stone aggregate as in Chajjas, complete all as specified and as directed.

Reinforced cement concrete M-25 (design mix) using 20 mm graded crushed stone aggregate as in Columns, pillars, posts and struts, complete all as specified and as directed.

TMT Mild steel bars 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.

All as per item 11 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter with rough finished surfaces of concrete complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, piers and stanchions, square, rectangular or polygonal with rough finished surfaces of concrete complete all as specified and as directed.

Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean raidus bulit in cement mortar 1:6 complete all as specified and as directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to chullah hoods, chajjas, trough and similar items including edges complete all as specified and as directed.

Rendering 10mm thick in cemet mortar 1:6 on brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.

Rendering 5mm thick in cemet mortar 1:3 on concrete surfaces of ceiling complete all as specified and as directed.

Rendering 15mm thick in cemet mortar 1:4 including mixing of liquid water proofing compound as per manufacturer's instructions on brick work or concrete surfaces complete all as specified and as directed. Note : WPC will be measured and paid separately.

Supply only integral liquid water proofing compound complete all as specified and as directed.

75 mm thick Cement concrete type D- 2, 1:4:8 (using 40mm graded aggregate), complete all as specified and as direcetd.

100 mm thick Ready Mix Concrete (RMC) of grade M-25 as in pavement as per design mix including necessary form work, finishing surfaces of concrete pavements by brooming etc complete all as specified and as directed.

15 mm thick wearproof topping, (incorporating an approved metallic floor hardner) laid on concrete floors and pavings, finished even and smooth (including metallic hardner) complete all as specified and as directed,

Steel work in tubular trusses including special shaped washers etc, using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 complete all as specified and as directed.

Plates (plain or chequered) channels, Square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed.

Mild steel bolts purpose 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, exc 30cm long of 20mm to 25mm dia complete all as specified and as directed.

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

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

Steel window box type using ERW hollow 'P' section comprising double frame for and including gauged and glazed skelton shutter, 30 mm thick, jointed internally with flat iron 25 x 3 mm , including hinges, handles, tower bolts, stops, lugs etc all as shown on drawing No. TD-191 (R) sheet 1/4 to 4/4 complete all as specified and as directed.

Preparation of new plastered surfaces and applying two coats of distemper oil emulsion incl a coat of primer complete all as specified and as directed.

Preparation of newly plastered or previously untreated surface of wall and applying two coats of cement base paint over priming coat complete all as specified and as directed.

50 mm thick Cement concrete type C- 2, 1:3:6 (using 40mm graded aggregate) as in plinth protection, finished the concrete surface even and smooth W/o using extra cement, complete all as specified and as direcetd.

Broken stone hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed.

Preparation of new surface of steel and applying two coats of synthetic enamel paint over a coat of red oxide on surfaces of any description, over 10 cm in width or girth not otherwise described as in truss complete all as specified and as directed.

M&L for forming 65 mm deep and 10 mm wide construction (Dummy) joint (using diamond cutter) and filled with polyurethane joint sealant compound Grade 'B' using mechanical means to a depth of 10 mm complete all as specified and as directed.

DELTA CONSTRUCTION CO

Arneja Builders