REPAIR AND MAINT TO COMPOUND WALL, FENCING, GATE, HARDSTANDING, DRAIN, CULVERT ETC AND OTHER CONNECTED B/R WORKS IN ALLIED AREA OF SHARIFABAD UNDER AGE (I) CIF (K).

Amount

Demolition of cement concrete reinforced in exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.

Reinforced cement concrete (Nominal mix) 1:2:4 type B-1 using 20mm graded crushed stone aggragte as in slab supportes on wall, Beams, and columns in floor, roof, landings, balconies, canopies,deck slab and in shelves complete all as specified as directed by the Engineer-in-Charge.

Formwork to sides of concrete for rough finished surface of concrete to sides and soffits of floor or roof slabs, landing and similar work not exc 200 mm thick (horizontal or sloping) etc, complete all as specified as directed by the Engineer-in-Charge.

Demolition and breaking up of drain pipes 300mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and as directed by Engineer-in-Charge.

M&L for 300 mm bore reinforcement concrete pipe, Class NP2, laid in trenches and jointed in CM 1:1 and tested on concrete bed or directly on hard grounds, jointing and testing, complete, all as specified and as directed by Enginee-in- Charge. Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under respective items of this BOQ.

Plain Cement Concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 300mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.

M&L Stone walling of random rubble, uncoursed, well bounded, bedded and solidly hearted built in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Mild steel in flat, round bar 8 mm dia or square bars, in available lengths conforming to Fe-410-W (gde E-250) quality-A, complete all as specified as directed by the Engineer-in-Charge.

Frame work such as grills,gate and intricated design incl MS angle,MS channel,flat iron, rounded bars,MS plate etc with ends of bars shouldered and or riveted or forget in to spikes incl welding as directed and fixed with screws, bolt etc incl dismantling of existing gate/grill conformimg to Fe 290,Gde E-165 complete all as specified as directed by the Engineer-in-Charge.

Taking down cement plaster, of any description on brick or stone or cement concrete walls/ceiling including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed by the Engineer-in-Charge.

Rendering 15mm thick on brick work or concrete surface in cement mortar 1:4, finishing surfaces fair and even, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate) as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and asdirected by Engineer-in-Charge.

Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.

Plain cement concrete, 1:2:4 type B-2, using 40mm graded crushed stone aggregate, 150mm thick, as in floors finishing surfaces even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.

Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.

Chequered cement concrete coloured tiles of size 20 cm x 20 cm x 25 mm (2.5Cm) thick (Glosy finished) set, jointed and pointed in neat cement slurry in floors,with grey cement and pigment, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brickwork, masonry etc., complete all as specified and as directed by the Engineer-in-Charge.

Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out and removing surplus soil to a distance n.exc. 50m and making good surface in soft/ loose soil , complete all as specified and as directed by the Engineer-in-Charge.

Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified as directed by the Engineer-in-Charge.

M&L for MS angle iron, flat iron conforming to Fe-290- Gde E 165 as in post as directed, drilling holes, notching for wire etc cutting and twisting necessary drilling bolting and riveting or welded including FI 40 x 6 mm etc and similar work complete all as specified as directed by the Engineer-in-Charge.

TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by the Engineer-in-Charge.

Mild steel screw bolts (machine made) dia of neck 12mm 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, length of bolt exceeding 10 cm not exceeding 15cm long, complete all as specified as directed by the Engineer-in-Charge.

Supply only chain link MS galvanised fencing, made out of 4mm dia galvanised iron wire of mesh 100mm x 100mm/ 50mm x 50mm in size, complete all as specified as directed by the Engineer-in-Charge.

Fixing only chain link fencing to RCC/mild steel Posts fixed with MS Flat iron and 3 Nos of 10mm dia. MS bars as line wire including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by the Engineer-in-Charge. Note :- MS Flats and round bars to be measured and paid separately under relevent items of this BOQ.

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

Note :- An amount of Rs. 27,940.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.

JK BUILDERS AND ENGINEERS (BID ID -3152541)