PROVISION OF 3m HIGH SECURITY WALL INCLUDING 0.6m HIGH DOUBLE SWAN NECK AND WITH BARBED WIRES IN OTM COMPLEX AT CDM SECUNDERABAD.

Amount

Demolition of Stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Dismantling wrought iron work or mild steel of any description not otherwise provided for all as directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/ dense soil all as specified and directed.

Material and Labour for cement concrete 1:4:8 Type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete all as specified and 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 finished rough surfaces all as specified and directed.

Form work to sides and soffits of floor or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flat surfaces all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) M25 using 20 mm graded aggregate as in beams, cantilivers, bressumers, lintel over 1.5 m Span all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions finished rough surfaces all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) M25 using 20 mm graded aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed.

Material and Labour for Reinforced cement concrete (design mix) M25 using 20 mm graded aggregate as in columns, pillars, piers, posts and struts all as specified and directed.

Material and Labour for mild steel TMT 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 all as specified and directed.

Material and Labour for Mild steel TMT bars 6 to 8 mm dia, 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 all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed.

Removal of excavated material (SOILS) n.exc. 50 mtr and deposting where directed at level n.exc. 1.50 mtr above starting point all as specified and directed.

Material and Labour for 15 mm thick rendering on fair faces of brick work or concrete surfaces in CM (1:4) finished even and smooth without using extra cement complete all as specified and as directed.

Material and Labour for preparation of new plastered surfaces and applying two coats of cement based paint over a coat of primer all as specified and directed.

Material and Labour for Mild steel TMT bars of quality conforming to Fe-500D, 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and as directed.

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

Material and Labour for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Material and labour for plain cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) in coping,bed blocks etc incl necessary formwork all as specified and directed.

Material and labour for brick work with fly ash bricks straight or curved on plan exceeding 6 metre mean radius with old size bricks built in CM 1:6 complete all as specified and as directed.

Material and labour for rendering 10 mm thick plastering on brick, stone or concrete surfaces in cement mortar 1:4, surfaces finished fair & even complete all as specified and directed.

Material and labour for angle section fixed independently w/o connecting plate as in swan neck fencing of Fe-410-w(gde E-250A complete all as specified and directed.

Material and labour for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

Supply and Fix Galvanised 2 strand steel barbed wire 2.24mm dia, barbed with 2.00 mm dia barbs at 75mm spacing, straining and fixing to any standard rails and straining bolts incl securing or typing at crossing with and provisions of galvanised mild steel wire stapples or steel pins etc complete all as specified and directed. Note : Each line wire to be measured

Material and labour for broken glass coping on top of walls with cement mortar 1:3 compete all as specified and directed.

Supply and fixing concertina coil fencing with punched tape concertina coil 610mm dia 10m openable length(total length 90m), having 50 nos rounds per 6 metre length, spring core wire (2.5 mm thick) of high tensile strength of 165 kg/sqmm with tape (0.52mm thick) and weight 43.478 gm/metre and fixing the same with existing Y-shaped angle iron placed 2 or 3m apart, stud tied with GI staples and GI clips to retain horizontal, including necessary boils, all as specified and as directed. Note: Angle sections shall be measured and paid seperately)

SHAH ENTERPRISES

saradhi construction combines

c devender reddy and co

R. Wadhumal and Sons

Mavee Syndicate

STANDARD AGENCIES

B.N.S Constructions