PROVISION OF SECURITY WALL ALONGWITH THREE FEET HEIGHTY SHAPED ANGLE IRON WITH BARBED WIRE AND CONCERTINA COIL IN RESIDENTIAL AREA OF RCI HYDERABAD

Amount

Surface dressing not exceeding 15cm deep as in any type of soil getting out including cleaning of bushes ,shrups etc complete all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5metre in depth; for foundations, not exceeding 10 sq m on plan and getting out in any type soil including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and exceeding 1.5 metre deep but not exceeding 3.0metre in depth; for foundations, not exceeding 10 sq m on plan and getting out in any type soil including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5metre in depth; for foundations, not exceeding 10 sq m on plan and getting out in soft/disintegrated rock including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.

Excavation in hard rock in foundation by chiselling by any means including forming bottom surface to the required level complete all as specified and directed.

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

Demolition of concrete of any description and any position not otherwise specially provided and disposal off in low lying areas as directed by Engineer-in-charge complete all as specified and directed.

Dismantling of wrought iron or mild steel works of any description complete all as specified and directed.

Demolition of brick / stone 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. Note: Brick debris shall be disposed off in low lying ares and old stones obtained shall become contractor's property excluding the quantity catered under item No 11 here-in-after .

Walling of squared rubble ,regular coursed well bonded ,bedded and solidly hearted stone masonry Secunderabad type built in cement mortar1:6 complete all as specified and directed.

Walling of squared rubble ,regular coursed well bonded ,bedded and solidly hearted stone masonry Secunderabad type built in cement mortar1:6 except stone complete all as specified and directed. Note: Stones will be used obtained from demolition .

Brick work with fly ash bricks straight or curved on plan exceeding 6metre mean radius built in CM 1:4, complete all as specified and directed.

Flush pointing to stone masonry secunderabad type in CM 1:4 complete all as specified and directed.

PCC 1:2:4 type B-1 using 20mm graded stone aggregate as coping ,bed blocks as in cast in situ ,kerbs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork, complete all as specified and directed.

Broken glass coping on top of walls embedded in 25mm thick CM 1:3, complete all as specified and directed. NOTE:- Broken glass shall be with a rounded or weathered finish and before the mortar has set, glass (of bottle or thick glass) broken to approximately 63mm gauge, shall be firmly embedded at the rate of 10 Kg of glass per square metre of rendered surface, jogged edges of the glass being left projecting.

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

Removing surplus excavated material to a distance exceeding 200metre but not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed.

Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth with out using extra cement, complete all as specified and directed.

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

Formwork to fair finished flat faces of square, rectangular or polygonal concrete sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed.

Reinforced cement concrete M25 (Design mix) using 20mm graded stone aggregate as in foundations, including rafts ,footings ,foundation beams ,plinth beams ,bases for columns etc complete all as specified and directed.

Reinforced cement concrete M25 (Design mix) using 20mm graded stone aggregate as in walls,retaining walls ,basement walls ,ballast walls and the like ,any thickness ,above top of footings including pilasters and buttresses complete all as specified and directed.

Reinforced cement concrete M25 (Design mix) graded stone aggregate as in columns ,pillars ,piers ,posts and struts complete all as specified and directed.

Mild steel TMT bars of grade Fe-500/500D of bars10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and as directed.

Mild steel TMT bars of grade Fe-500/500D of 6mm dia and over upto and including 10mm dia as in stirrups or spacers, 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 directed.

Mild steel angle as framed brackets of angles or other section for angle iron frame in fencing including cutting tops to shape as directed. drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 including rarring of embedded portion of posts in PCC /stone masonry complete all as specified and directed.

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.

Preparation of new or previously untreated steel and iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.

Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), fixed in repairs, complete all as specified and directed.

High tension wire concertina razor coil of 600mm dia with medium size blade at 35 mm spacing ,blade width 20mm , spirals 7 per running metre spread at 150mm centre to centre including fixing to mild steel angle with clips all as per manufactureres instructions and including provision of one coat of marine paint over a coat of primer provided by the manufacturer, complete all as specified and directed.

Stone boulder pitching laid dry ,hand packed tightly and pitching is grouted with cement mortar 1:6 complete all as specified and directed.

PVC (SWR) 110 mm bore pipes single socketed, in short lengths with rubber ring joints, laid in walls as in weep holes complete all as specified and directed.

Preparation of newly plastered surfaces of walls and applying two coats cement based paint over a coat of chalk priming complete all as specified and directed.

River sand filling at back of walls and raising (or lowering) complete all as specified and directed.

Stone aggregate for loose filling of gauge 40mm to 80mm graded broken stone /boulders complete all as specified and directed

M/s RL Pareek

VERMA BROTHERS

N RAJEGOWDA and CO

M/s. P S REDDY

SHILPA CONSTRUCTION COMPANY

R. Wadhumal and Sons

Maruthi international