REPAIR/REPLACEMENT OF HARD STANDING, PCC PATH, DRAIN, FENCING AT MAP ACCN UNDER GE (W) MATHURA

Amount

Taking down cement plaster or cement lime plaster on stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete (un reinforced) in ground floors and paving not exc 15cm thick below or above ground level complete all as specified and directed.

Demolition of brick work, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge.

Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge.

M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for cement concrete (1:2:4) type B2 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railigs upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, sligtly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-1, using 20 mm graded stone aggregate as in surface channels or drain complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed by Engineer-in-charge.

M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.

M&L for pre-polished chequered tiles (any colour) of size 30cm x 30cm x 25mm thick, with gray cement & pigment set, jointed and pointed in neat cement slurry in floors laid over and including 20mm screed bedding in cement mortar (1:4) complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed.

M&L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

Dismantling posts or struts ( wood, steel or RCC) embedded in concrete, brick work etc, any section and any length including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. Note :- Dismantling of existing galvanised iron steel barbed wire/ chain link fencing shall be measured and paid for separately.

Dismalting chain link fencing of any description fixed to any type of fencing posts complete all as specified and directed by Engineer-in-charge.

M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge.

M&L for Mild steel work in posts and struts 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-410-0 Gde E-310-0 complete all as specified and directed.

S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge. Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.

Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge. Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.

S&F in replacement galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.

S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge

Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.

Shiva Traders

M/s RCC

VANI CONSTRUCTION

M/s Hoti Lal Contractor

SHREE RADHIKA CONSTRUCTION

Ms Kamal Kant Agarwal