REPAIR/REPLACEMENT TO DOORS, WINDOWS, VENTILATORS, CUPBOARDS AND REPAIR TO COMPOUND WALL, FOOTPATH, HARD STANDING AND OTHER CERTAIN B/R WORKS AT AF STN FARIDABAD IN AOR OF GE(AF) FARIDABAD

Amount

Taking down chowkhats or frames not exceeding 1.5 Sqm with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats or frames exceeding 1.5 Sqm but not exceeding 4 Sqm each with shutter (without taking off shutters) complete all as specified and directed by Engineer-in-Charge.

Taking down shutters of any description area exceeding 1.0 Sqm but not exceeding 2 Sqm each complete all as specified and directed by Engineer-in-Charge.

Taking down shutters of any description not exc.1 Sqm each complete all as specified and directed by Engineer-in-Charge.

S&F pressed steel frames (size 125 x 60mm) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete all as specified & directed by Engineer-in-Charge.

S&F pressed steel frames (size 105 x 60mm) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete all as specified & directed by Engineer-in-Charge.

S&F for plain, solid, straight chowkats and frames of 2nd class hard-wood ( Sal ), wrought, framed rebated on the solid rounded or chamfered, put together with glue, pinned at Joints complete all as specified and directed by Engineer-in-Charge.

M&L for providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and othe similar bands, plinth courses, bed plates, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as directed by Engineer-in-Charge.

S&F mild steel 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, door chowkats of angle or other section and similar works complete of Gde Fe-290 Gde E-165 including welding etc complete all as specified and directed by Engineer-in-Charge.

S&F IInd class hard wood 35mm thick Factory made plain framed panelled shutter any number of panels of timber flat on both sides, with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board with commercial veneering on both faces the size of rail and stile as per IS 1003 (Part-I) kiln seasoned and chemically pressed treated complete all as specified and directed by Engineer-in-Charge.

S&F 35 mm thick flush shutters, solid core construction, with block board core & plywood face panels, commercial type on both sides complete all as specified & directed by Engineer-in-Charge.

S&F 35mm thick factory made 2nd class HW glazed and skelton shutter and open rebated and prepared to receive glass, gauge etc (without sash bars), edges or framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shutter as specified in SSR Part-I Section 8 Clause 8.24 (a) complete all as specified and as directed by the Engineer-in-Charge.

S&F 100 mm size single action spring hinges,mild steel with steel wire spring,stove enamelled black complete all as specified & directed by Engineer-in-Charge.

S&F 100mm size, butt hinges, medium weight, cold rolled mild steel including necessary welding if required complete all as specified and directed by Engineer-in-Charge.

S&F, 250mm long Aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded section & fixing blots & sliding bolts of extruded section or cast aluminium alloy & fixed complete all as specified and directed by Engineer-in-Charge.

S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aparture 1.40mm and fixed with stainless steel wire stapples complete all as specified & directed by Engineer-in-Charge.

S&F in repairs stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aparture 1.40mm and fixed with stainless steel wire stapples complete all as specified & directed by Engineer-in-Charge.

M&L preparing new or previously untreated wood and wood based surfaces of any description otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint (Ordinary tint) over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new untreated 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.

S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete with glazing bars, dovetailed or welded complete all as specified & directed by Engineer-in-Charge.

S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete without glazing bars, dovetailed or welded complete all as specified & directed by Engineer-in-Charge.

M&L for factory made box type steel windows, 16 gauge steel section for frames & shutters, as per TD drawing No.219, sheet 01/03 to 03/03, using ERW hollow 'P' section comprising double frame for glazed and gauged skelton shutters jointed internally with flat iron 40X4 mm complete including grill of 10 mm square bar, fixed horizontally @ 10 cm centre to centre, pintel hinges 75 mm long 12 mm dia, 100 mm long handle, 150 mm long tower bolts, lugs etc. with/ without cooler provision, complete all as specified and directed by Engineer-in-Charge. Note :- (i) For purpose of measurement and payment double shutter with frame including square grill shall be considered as one unit. (ii) Glazing and wire mesh shall be measured and paid for separately in respective of item. NOTE : Item includes cost of double shutter of gauged and glazed shutter with square bar grill.

S & F steel windows or ventilators, fixed type,with glazing bars complete all as specified & directed by Engineer-in-Charge.

S&F factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of MS tubes for top and bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strips of 20mm width stuck inside with solvent cement for tiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed the stiles and rails with suitable PVC Sheet beading and jointed together with solvent cement supplying and fixing in the frame at site all as per specification and drawing in SSR Part-II , complete all as specified and directed by Engineer-in-Charge.

S&F solid PVC door frame of size 50 x 47mm made out of 5mm plain colour PVC sheet re-inforced with M.S. square tube supplying and fixing in opening as per specification and drawing in SSR Part II, complete all as specified and directed by Engineer-in-Charge.

S&F 100mm size, butt hinges,extruded aluminium alloy with galvanised mild steel hinge pin,anodised type B-21 including necessary welding if required complete all as specified & directed by Engineer-in-Charge.

S&F 200 mm size aluminium anodised barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-Charge.

S&F 150 mm size extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge.

S&F Anodised aluminium frame for doors,windows,ventilators with one or more rebated including jointing cleat for fixing etc complete all as specified and directed by Engineer in charge.

S&F Anodised Aluminium door shutters,aluminium section weighting 0.55Kg/m including necessary joint cleats,glazing clips,ruber neoprene packing,handles 2 Nos in each door,hinges,anodised aluminium snap beading screws etc complete all as specified and directed by Engineer-in-Charge.

Refixing old existing Anodized Aluminium partition panel /section from one location to another in office premises and fixing on PCC Floor/tiling/wall tiles with necessary screws by drilling in position and making necessary repair to aluminium partition if requied complete all as specified & directed by Engineer-in-Charge.

S&F anodized aluminium window and ventilator shutters,side hung type without sash bars,aluminium sections weight not less than 0.55 Kg/Rm including jointing cleats aluminium snap beading/screws,anodised aluminium fittings such as peg stays 150mm long (1 Nos),hinges type B-21 100 mm long(2Nos) suitable handle (1 Nos) complete all as specified and directed by Engineer-in-Charge.

S&F 4.00 mm thick sheet glass, ordinary quality and glazing in squares area not exceeding 0.5 Sqm in each pane for aluminium door/window shutters complete all as specified & directed by Engineer-in-Charge.

S&F 4.80 mm thick sheet glass, ordinary quality and glazing in squares area exceeding 0.5 Sqm in each pane for aluminium door/window shutters complete all as specified & directed by Engineer-in-Charge.

S&F,Solar control film 25 micron reflective type (graveware sun control or equivalent) complete all as specified & directed by Engineer-in-Charge.

S&F 12 mm thick prelaminated particle board/ MDF board exterior grade, prelaminated both side with decorative choice lamination fixed with screws to timber frame work/aluminium frame complete as specified and directed by Engineer-in-Charge.

S&Fin repairs,Aluminium(Die cast)body Door closer hydraulically regulated, designation No3,universal type,suitable for shutters of 851 to 1000 mm in width and of weight between 61to 80 Kg complete all as specified & directed by Engineer-in-Charge.

M&L Double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box,main body with stainless steel cover,governing pivot made of brass,other parts made of mild steel heavy duty and fixed including taking old unserviceable floor door spring complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glasses (any thickness, size, quality or description) from steel/wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads etc complete all as specified & directed by Engineer-in-Charge.

S&F 3mm thick, sheet glass ordinary quality and glazing with oil putty in squares not exceeding 0.50 Sqm in each panes complete all as specified and directed by Engineer-in-Charge.

S&F 3mm thick, figured glass, pin head type and glazing with oil putty in squares not exceeding 0.50 Sqm in each panes complete all as specified and directed by Engineer-in-Charge.

S&F 18/19mm thick prelaminated particle board/ MDF board interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws as in cupboard shutters, shelves &pelmet box or fixed to timber frame work complete as directed by Engineer-in-Charge.

M&L 6mm thick external teak wood lipping to block board oo veneered particle board fixed with nails complete as specified and directed by Engineer-in-Charge.

S&F 40 mm size (Width of flaps when open) continuous paino hinges,mild steel,bright finish or electrogalvanised complete all as specified & directed by Engineer-in-Charge.

S&F 125 mm size Hasp and staple, safety type mild steel,wire type,stove enamelled black,including bolt to hinge plate with screws complete all as specified & directed by Engineer-in-Charge.

S&F, 100 mm size Brass handles,fabricated type polished complete all as specified and directed by Engineer-in-Charge.

S&F 40 mm dia cupboard knobs fixed with nut, screw and washer of brass,bright finished complete all as specified & directed by Engineer-in-Charge.

S&F in repairs,Harrison rails,mild steel,chromium plated with fixing brackets, stops,rollers etc complete all as specified and directed by Engineer-in-chage.

Demolition of cement concrete ground floor and paving nexc 15cm thick (below or above ground level ) complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in sub base. complete all as specified and directed by Engineer-in-Charge.

M&L for sand cushioning for laying of inter locking tiles (paving blocks) all as directed by Engineer-in-Charge.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm tickness , M-35 grade, set, jointed and pointed in neat cement slurry in floors with grey cement & pigments all as directed by Engineer-in-Charge.

S&F 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 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.

M&L prepolished Chequered cement concrete tiles 20cmx20cmx25mm thick, set jointed and pointe in neat cement slurry with grey cement and pigment over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in side of path / benching / coved fillets etc rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in floor topping of hard standing finished even and smooth without using extra cement (PCC shall be laid in alternate bays in panels of size as directed by Engineer-in-Charge.

M & L 75mm th PCC 1:3:6 type C-2 as in plinth protection, finished even and fair complete all as specified and directed by Engineer-in-Charge.

M&L for forming 10mm thick construction joints 30mm deep filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate in window or door cills, lintels, posts, boundary pillars, frames etc and similar works, of any section as directed, with plain fair faces, including chamfers, weatherings, throating etc. and setting in CM 1:4 complete with joints to match all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete (1:2:4 type B0 using 12.5mm graded stone aggregate) louvers and jallies, 40mm thick (measured solid), including all mouldings but excluding frame, set in CM 1:4 complete all as specified and directed by Engineer-in-Charge. (Pre cast frame shall be measured separately and paid for under item 58).

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

M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per serial item No 62 above but except bricks complete all as specified and directed by Engineer-in-Charge.

Taking down of cement or cement lime plaster/tile work any description from brick or stone wall etc. including raking out of joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

M & L rendering 15mm thick on cement mortar 1:4 finished fair faces of brick/concrete surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of cement base paint of approved shade on walls all as specified & directed by Engineer-in-Charge

Painting to new or previously untreated steel surfaces of any description over 10 cm in width or girth with two coats of synthetic enamel paint over a coat of Zinc chrome primer including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs ( for manholes etc.), shelves and similar articles with plain faces including necessary form work, set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. (Reinforcement shall be measured and paid for separately under respective item of schedule 'A').

S&F TMT MS bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

M & L for cement concrete ( 1:3:6 ) type C1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge. Note : Forming fair finished channel for drain using extra cement will be measured and paid for separately.

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 providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and othe similar bands, plinth courses, bed plates, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as directed by Engineer-in-Charge.

S&F mild steel work such as in angle iron, flat iron fillets etc for horn, fixing of barbed wire to RCC post, securing wire mesh etc. including all necessary cuttings, drilling, bolting or riveting etc and including 10mm MS bars as in tie bars fixed to fencing posts including necessary welding where required, as per site requirement and other similar works complete, conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F in repair galvanised 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 galvanised 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.

Restraining resecuring including making good staples etc galvanised 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 galvanised 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.

Excavation in post holes (or similar holes) each n.exc 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 removing surplus soil to a distance n.exc 50m complete all as specified and directed by Engineer-in-Charge.

Dismantling Iron/RCC fencing posts or struts any section embedded in natural ground including taking out embedded portion and making good disturbed ground after embedding new posts complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:3:6 type C-2 in fdn filling and mass concrete and filling of footing for fencing post complete all as specified and directed by Engineer-in-Charge.

M&L round bars Fe 410W of 10 mm dia and above cut to length, bent to shape required, cindluding cranking, bending spirally for hooping and fixing as required complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel screw bolts (machine made) 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 exc 5cm but n. exc 10cm long and dia 5 to 10 mm complete all as specified and directed by Engineer-in-Charge.

Supply only chain link MS galvanised fencing, of any size and type complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, 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..( Supply of chain link shall be measured under serial item No 32 here-in-after)

Dismantling fencing wire mesh,any type complete all as specified and directed by Engineer-in-Charge.

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