PROVISION OF PARKING SHED FOR ASC SUPPLY POINT AND CERTAIN MINOR WORKS AT ARMY AREA COIMBATORE AND MADUKKARAI UNDER GE WELLINGTON

Amount

Excavating in post holes (or similar holes) each in hard / dense soil not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removal of excavated materials to a distance not exceeding 50mtr and making good surfaces, complete all as specified and directed

Plain Cement concrete type D2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete etc all as specified and directed.

Mild steel Rolled sections as in main and cross beams, hip and jack rafters, purlins when connected to common rafters and running rails and guides for sliding doors, fixed with angles, cleats or other connecting plates conforming to Fe-290 (Gde-E-165).

Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

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

Pre-painted galvalume aluminium zinc coating GI based plain sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in ridges fixed with self tapping screws all as specified and directed.

1.25mm thick plain, black, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and grith as fixed) all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.

Steel reinforcement for concrete with Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips all as specified and directed.

All as per item No 9 hereinbefore but 8mm dia as in stirrups complete all as specified and directed.

Use and waste of formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter flat surface rough finished complete all as specified and directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished surface of concrete complete all as specified and directed.

Reinforced cement concrete (nominal mix) Type B1, 1:2:4 using 20 mm graded stone aggregate as in footings, bases for columns etc complete all as specified and directed.

Reinforced cement concrete (nominal mix) Type B1, 1:2:4, using 20mm graded stone aggregate as in columns / pillars, piers complete all as specified and directed.

Rendering 15mm thick on brick wall/ concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement all as specified and directed.

Applying two coats of colour wash over a coat of white wash on newly plastered surfaces including preparation all as specified and directed.

Rendering 5mm thick in cement mortar 1:3 on other than fair face of brick work or concrete surfaces finished even and smooth (without using extra cement) on ceiling all as specified and as directed

Framed work as in doors or gates of angle or other section with gussest plates, rails, braces, etc, complete drilled for fixing of steel sheeting or other covering doors etc, to be prepared for hanging and sliding with and including either hooks and hinges or steel hinging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed.

Rendering 10mm thick in cement mortar 1:4 on fair faces of brick/ stone wall surfaces as backing coat all as specified and directed.

20mm thick granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite all as specified and directed.

Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 all as specified and directed.

Returning, filling in, including spreading, watering and well ramming in layers not exceeding 25 cm thick using soils all as specified and directed.

Removing excavated material to a distance not exceeding 5Km and depositing where directed at a level not exceeding 10Km above the starting point all as specified and directed.

PCC / RCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, including necessary form work complete all as specified and directed.

Rolled Mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed.

Surface dressing not exceeding 15cm deep in hard / dense soil all as specified and directed.

75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base and finished even and fair complete all as specified and directed.

Chequered / designer cement concrete tiles with grey cement and pigments, size exceeding 200mm x 200mm and not exceeding 450mm x 450mm, 22-25mm thick set, jointed and pointed in neat cement slurry in floor with grey cement and pigments including 20mm thick screed bed in cement mortar 1:6 all as specified and directed.

Looking mirror bevelled edge of size 6' x 2' x 5mm thick screwed to walls complete all as specified and directed.

Looking mirror bevelled edge of size 4' x 2' x 5mm thick screwed to walls complete all as specified and directed.

Excavation over areas, not exceeding 1.5m deep and getting out in hard / dense soil all as specified and directed.

Removing excavated material 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.

Plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified and directed.

Supply only precast RCC hume pipe septic tank for 100 users and of dia 2.00m, length 2.50m including transportation to site, loading, etc., complete all as specified and all as directed by Engineer-in-charge.

Fixing of septic tank in position using crane complete all as specified and directed.

900mm dia and 1.50m depth precast soakage well including transportation complete all as specified and directed.

Brick work with sub class B bricks straight or curved on plan exceeding 6M mean radius built in cement mortar 1:4 all as specified and directed.

Concrete Bed to 150mm bore drain pipes including forming cradles, in PCC 1:4:8 type D-2 using 40mm graded aggregate (for laying PVC (swr) pipes) all as specified and directed.

150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors all as specified and directed.

Reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.

Use and waste of form work to soffits and sides of slabs supported on wall with rough finished surface of concrete all as specified and directed.

Use and waste of form work to edges of concrete flats, treads, breaks in floor, window cills, concrete railing, openings in concrete walls, floor and roof not exceeding 20cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide all as specified and directed.

Loose filling of broken brick aggregates of gauge 40mm to 80mm graded all as specified and directed.

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. all as specified and as directed.

Screed bed or bedding layer 15mm thick for laying floor finishes in CM 1:6 all as specified and as directed.

Non skid coloured ceramic tile of size 610mm x 610mm x 10mm thick in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed.

Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc ,complete all as specified and as directed.

Non skid coloured ceramic tile of size 300mm x 600mm x 10mm thick in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed.

Taking down shutters of any description exceeding 1 Sq.m and not exceeding 2 Sq.m each and refixing in same opening, resecuring, easing and adjusting all as specified and directed.

NEHA ENTERPRISES

p.chinnasamy

M/s Shana Constructions