PROVN OF CERTAIN MINOR WORKS AND REPAIR TO ROOF PROJECTIONS CHAJJAS SOFFITS OF SLABS LEAKAGE SEEPAGE FLOORS PLASTERING BRICK WORK PLINTH PROTECTIONS ETC AT AF STN FARIDABAD UNDER GE AF FARIDABAD

Amount

Cutting holes in brick walls in cement mortar exc half brick not exc one brick for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4, type B-1 as required and depth of embedded portion of holdfasts or lugs measured from the face of the jamb in to the wall complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded too shape as directed including all necessary drilling,, bolting or riveting etc, and similar work confirming to Fe 410 – O or Fe 310 - O complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel work in vertical posts and framed brackets of angles or tees with web and flanges cut to shape drilled and counter sunk for screw, including bending and welding angles as necessary, gusset plates, riveting, etc and similar work including bending and welding angles confirming to Fe-410-O or Fe-310-O complete all as specified and directed by Engineer-in-Charge.

Preparing new or previously untreated steel & iron surfaces of any description over 10cm n width or girth and applying two coats of synthetic enamel paint over & including a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Supply welded steel wire fabric and fixed complete to steel members as required, weight not exceeding 4 Kg per Sq.M. complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel screw bolts 5 to 10mm dia of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed to be fixed with washers and one hexagonal or square nut, n.exc 5cm long complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete type B-2, 1:2:4 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

S&F MS steel work in tubular trusses including special shaped washers etc, complete using but ERW or induction butt welded tubes confirming to IS 1161-1979 graded St 240 with one shop coat off zinc chromate primer paint. complete all as specified and directed by Engineer-in-Charge.

Preparing new or previously untreated steel & iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over & including a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Demolition of un-reinforced cement concrete ground floors and pavings exceeding 15sm thickness complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes each nexc 0.5cum getting out in soft/loose soil,ramming earth filling or broken rubble mixed with earth around in layers nexc 25cm watering and removing surfaces soil to a distance nexc 50m and making good surfaces complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:4:8 type D2 (40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

S&F for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, nut bolts, plates or flat sections) including distance pieces, cleats etc.complete all as specified and directed by Engineer-in-Charge. Fe.290.Gde-E-165

M & L mild steel plates (Plain or chequred) channel square cut or not chequred (ordinary and counter sunk) ferming holes, sithout any attachment for Fe-410-W Gde-E 250 quality 'A' complete all as specified and directed by Engineer-in-Charge.

S&F Framed work F-410W(Gde E-250) quality-B 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 by Engineer-in-Charge.

S&F Pre painted GalvaIume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in ridge of roof covering fixed with self tapping screws etc complete all as specified and directed by Engineer-in-Charge.

S&F Pre painted GalvaIume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws etc complete all as specified and directed by Engineer-in-Charge.

S&F Double action highly adatable floor spring hydraulically regulated for heavy weight frameless toughened glass door shutter made up of minimum 1.25 mm 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 complete all as specified and directed by Engineer-in-Charge. including taking down old floor spring hydraulically including .make - DORMA

S&F stainless steel floor locks with two keys for frame less toughened glass door shutters complete all as specified and directed by Engineer-in-Charge. Make -DORMA & equivelent

Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed by Engineer-in-Charge.

M & L for Brick work sub class 'B' bricks straight or curved on plan exceeding 6mm mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement complete all as specified and directed by Engineer-in-Charge.

Demolition of existing tarfelt of any description and thickness on roof top including flashing and junction of parapet repair, removing of demolished materials complete all as specified and directed by Engineer-in-Charge.

M & L for 20 mm thick plastering on brick/concrete surfaces in cement mortar 1:4 using liquid water proofing compound and finished even and smooth without using extra cementcomplete all as specified and directed by Engineer-in-Charge. (Note: Water proofing compound shall be measured & paid seperately)

Supply only Liquid Water Proofing Compound complete all as specified and directed by Engineer-in-Charge.

M&L for APP based modified pre fabricated five layer, 3 mm thick and weighing not less than 3 Kg per Sqm water proofing membrane reinforced with non woven polyester mat 160 G Smith black finished over compatible primer conforming to IS-3488 @ 0.3 LT/Sqm, membrane laid by torch application side over lap of 75 mm and end overlap of 100 mm wide, joint/overlap sealed with torch applications for parapet etc the membrane taken up to 30 cm and then inserted inside the parapet after making necessary groove as required after necessary preparation of the surface comlete as per manufacturer's instruction all all as directed by Engr-in-Charge.

Taking down cement plaster or cement lime plaster of any description on brick or stone masonary etc including raking out joints , hacking for key & scrubbing down with water etc & M & L 15mm thick plaster in CM(1:4) finished even & smooth without using extra cement in patches complete all as specified and directed by Engineer-in-Charge.

M & L preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster or cement lime plaster of any description on brick or stone masonary etc including raking out joints , hacking for key & scrubbing down with water etc & M & L 15mm thick plaster in CM(1:6) finished even & smooth without using extra cement in patches complete all as specified and directed by Engineer-in-Charge.

M&L for preparing New plastered surfaces and applying two coats of distemper oil emulsion on wall surfaces including chalk whitening preparatory to distempering complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster or cement lime plaster of any description on brick or stone masonary etc including raking out joints , hacking for key & scrubbing down with water etc & M & L 10mm thick rendering in ceilings in CM(1:3) finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M & L preparation of new plastered surfaces on ceilings & M & L for applying three coats ofd white wash complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks, setting aside (or lowering if reqd) for repairs, cleaning etc and hoisting if required, reconnecting & refixing in position capacity exc 250 & n. exc 500 ltrs.complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks exc 500 and n.exc 1000 ltrs, setting aside for repairs, cleaning etc and hoisting if required, reconnecting and refixing in positiion etc complete all as specified and directed by Engineer-in-Charge.

Demolition & breaking up PVC pipes 100 bore complete all as specified and directed by Engineer-in-Charge.

S & F PVC (SWR) pipes single socketed 110 mm bore dia as in spouts on roofs complete all as specified and directed by Engineer-in-Charge.

Dismantaling water tanks and removing to store exc 500 but n. exc 1000 ltrs complete all as specified and directed by Engineer-in-Charge.

S&F rotational moulded polyethylene water storage tanks (cylinderical, vertical with closed top) of 500 Ltrs capacity hoisted and fixed in position complete all as specified and directed by Engineer-in-Charge. in SSR Pt I

S&F rotational moulded polyethylene water storage tanks (cylinderical, vertical with closed top) of 1000 Ltrs capacity hoisted and fixed in positioncomplete all as specified and directed by Engineer-in-Charge. in SSR Pt I

Taking up or down 15 mm bore steel tubing and connections, including cleaning for Refixing complete all as specified and directed by Engineer-in-Charge.

Taking up or down 20 mm bore steel tubing and connections, including cleaning for Refixing complete all as specified and directed by Engineer-in-Charge.

S & F 15 mm bore Galvanized Steel tubes, medium grade for flush pipes, water supply pipes etc., fixed to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge.

S & F 20 mm bore Galvanized Steel tubes, medium grade for flush pipes, water supply pipes etc. fixed to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge.

Refixing old steel tubing of 15 mm bore and connections in new or old position (walls, ceilings, floors etc.) complete all as specified and directed by Engineer-in-Charge.

Refixing old steel tubing of 20 mm bore and connections in new or old position (walls, ceilings, floors etc.) complete all as specified and directed by Engineer-in-Charge.

Demolition of un-reinforced 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 75mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) in plinth protections, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

40 mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) in floorings including finishing the surface even and smooth without using extra cementcomplete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete in roof, floors (other than ground floor), beams, stair case, landing, chhajas and similar suspended work complete all as specified and directed by Engineer-in-Charge.

M&L RCC 1:2:4 type B1 (using 20mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings,cooking plateforms, balconies, canopies, deck slabs and in shelves etc complete all as specified and directed by Engineer-in-Charge.

M&L RCC 1:2:4 type B1 (using 20mm graded aggregate) in Chajjas, fins, roof projection etc complete all as specified and directed by Engineer-in-Charge.

M & L Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ mixed with water proofing compound as in the coving and junction of chajja etc complete all as specified and directed by Engineer-in-Charge.

Fair finished flat Form work to sides and soffits of chajjas, fins, roof projection,shelves including supports etc complete all as specified and directed by Engineer-in-Charge.

Mild steel TMT bars 10 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 dips icl, anchoring and welding at places as directed quilety conforming to IS complete all as specified and directed by Engr in Charge.

M&L in repair for guniting work to RCC work in columns, beams, chajjas, Balconies, soffit of slabs, landings, RCC perapet wall and similar work by removing loose concrete, cleaning of surface with wire brush and applying one coat of epoxy paint to rusted Reinforcement and including S&F welded wire mesh fabric or wire not less than 95x95x3mm, adhesive plaster grade of concrete admixture non providing guniting pressure 2.00/2.50kgs/sqm with admixture part of cement and 3025 part of sand with a thickness of 50mm average and making the surface even and smooth including all necessary form work and applying 5mm cement plaster in CM 1:3 complete all as specified and directed by Engineer-in-Charge.

Taking down chowkats with shutter (without taking off shutter from the frame) not exc 1.5 Sqm each complete all as specified and directed by Engineer-in-Charge.

S&F PVC solid door frame of size 50mm X 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube complete all as specified and 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 & bottom rails, MS frames shall be covered with heat moulded plain colour PVC `C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail, lock rail and bottom rail on either side and as gap insert or top & bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement complete all as specified and directed by Engr-in-Charge

S&F 150mm aluminium, anodised, barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-Charge.

S&F extruded aluminium alloy handle of size 100mm, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge.

S&F stain less steel butt hinges medium weight , cold rolled 100mm size of hinges complete all as specified and directed by Engineer-in-Charge.

Dismantling structural steel work as MS post and framed truss etc complete all as specified and directed by Engineer-in-Charge.

S&F MS posts and struts in fencing incl cutting tops to shape as directed drilling holes, nothching for wire etc.flat iron fillets (for securing wire mesh etc ) including all necessary drilling, bolting etc coforming to Fe-290 GdeE-165 complete all as specified and directed by Engineer-in-Charge.

S & F MS steel work in tubular trusses including special shaped washers etc., complete using but ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 with one shop coat of zinc chromate primer paint complete all as specified and directed by Engineer-in-Charge.

Dismantling Plain or corrugated steel sheeting any gauge , thickness , including Nainital or similar pattern roof covering complete all as specified and directed by Engineer-in-Charge.

S&F Pre-painted galvatume aluminium zince coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Fixing only pre painted galvalume aluminium zink coating based, corrugated, or semi corrugated sheets in roofs, (except sheets) complete all as specified and directed by Engineer-in-Charge.

Supply and fixing rolling shutter opening switch push button type (three function i.e.up, down and stop) including locking arrangement complete all as specified and directed by Engineer-in-Charge.

M&L for submain wiring with two single core PVC insulated cable with cooper conductor multi stranded 4 Sqmm in and incl duly drawn trough and including concealed PVC conduit suitable size as sub main with continous earth wire 4 Sqmm size and connecting to common earth dolly all complete all as specified and directed by Engineer-in-Charg (Flexible copper wire used in FRLS) Make Havells/Finolex/Plaza

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