SPECIAL REPAIR TO BSO YARD UNDER GARRISON ENGINEER AMRITSAR CANTT

Amount

Taking down cement plaster on brick or stone or concrete surfaces of wall etc ,icluding raking out joints , hacking for key, scrubbing down with water etc ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for rendering 15mm thick on fair face of brick works or concrete surfaces of walls with CM (1:6) finished the surface for even and smooth without using extra cement ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for rendering 15mm thick on other than fair face of brick works or concrete surfaces of walls with CM (1:4) finished the surface for even and smooth with WPC @100 ml per 50 kg of cement or all as per manufacturing instruction ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for preparation of new plastering surfaces of walls and applying two coat of cement base paint over a coat of primer etc. ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Three coats of white washing on new plastered surfaces of walls , chajjas after preparation of surfaces ; Complete all as specified and as directed by Engineeer-in-Charge.

Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) as in boundary wall, drain etc ; Complete all as specified and as directed by Engineeer-in-Charge.

All as per Srl Item No 7.00 here-in-before, but except bricks. Note:- Serviceable bricks obtained from dismantling of brick work shall be reused.

Material and Labour for 75 mm thick plain Cement concrete , 1:4:8 type D- 1(40 mm graded aggregate) as in sub base ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Sand filling under floors or in foundations including watering and consolidation ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade ; Complete all as specified and as directed by Engineeer-in-Charge.

Taking down chowkats with shutters (without taking down of shutter from the frames) exc 1.50 Sqm and n.exc 4.00 Sqm each ; Complete all as specified and as directed by Engineeer-in-Charge.

Taking down chowkats with shutters (without taking down of shutter from the frames)n. exc 1.50 Sqm each ; Complete all as specified and as directed by Engineeer-in-Charge.

Taking down shutter of any description exc 1.00 Sqm and n.exc 2 Sqm each ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for mild steel framed works, as in door frame, gates of angle or other section with gusset plates, rails, braces etc, drilled for fixing of steel sheeting including drilling or fixing welding be prepared for hanging or sliding with and either hooks and hinges fixing, similar work conforming to Fe 410-0 or Fe 310-0 ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing 1.00 mm thick back sheet in steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required ; Complete all as specified and as directed by Engineeer-in-Charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete:gear operated type with bevel gear box and crank handle ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing Safety lever locks mild steel with 4 levers for rolling shutters ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing Ball bearing for rolling shutters ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for box type steel window, ERW hollow P-Section size 60 mm x 25 mm, double rebated ERW section of 1.25mm thick, comprising of glazed skelton & gauzed shutter of ERW tube P-Section size 50mm x 20mm with one or two No openable leaf for each shutter consisting of two Nos Sashbar of T-section 20 x 3 mm welded to frame with one No verticle mullion of ERW box type T Section of size 60mm x 25mm and FI 2mm thick welded/screwed to frame for fixing of glass including fittings and fixture like as Handle, Tower Bolt, Stopper, Cleat, Pintal hinges, holdfast and guard bars etc as given below all as shown on drg No CEJZ/TD-06/07 incuding cutting holes and PCC 1:2:4, type B-1 in hold fast block, complete all as specified and directed as follows:- (a) Hold fast 150mm long of MS flat 12mm x 3mm - 4 Nos per Window (b) Handle of Z section 20mm x 25mm, 100mm long- 01 No per leaf (c) MS tower bolt 150mm long - 02 Nos per leaf (d) Z Section stopper 20mm x 25mm, 100mm long - 01 No per leaf (e) Cleat 55mm long of hollow square 15mm, 0.63mm thick- 01 Nos per leaf (f) MS pintol hinges size 75mmx12mm - 2 Nos per leaf (g) MS guard bar 10mm square bars @ 10cm c/c fixed horizontly Note:- Sheet glass, wire mesh and painting shall be measured and paid sperately.

Supply and Fixing framed work such as grill, framed guard bar and similer work conforming to FE 290, GDE E- 165 ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing for stainless steel wire cloth 0.36mm nominal dia of wire and average width of aparture 1.40mm and fixed with stainless steel wire staples in window and door as in new door/window ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing 3mm thick sheet glass repairs , ordinary quality and glazing with oil putty in square n.exc 0.5 sqm in each pane including hacking out old broken glass ( any thickness, size , quality or description ) from wooden frames glazed with putty or fixed with beads ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for preparation of new steel surface and applying two coat of synthetic enamel paint over one coat of red oxide primer on new surface ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for preparation of old painted steel surfaces of any description, over 10cm in width or girth, not otherwise described for One coat of synthetic enamel paint ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for preparation of new wood surface over 10 cm girth or width and apply two coat synthetic enamel paint over a coat of pink primer ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for One coat of synthetic enamel paint after preparation of old painted wooden surfaces of any description, not otherwise described, over 10cm width or girth ; Complete all as specified and as directed by Engineeer-in-Charge.

Demolition of cement concrete in ground floors and pavings (unreinforced) n.exc 15 cm thickness (below or above ground level) ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in 50 mm thick plinths protection and as in path ; Complete all as specified and as directed by Engineeer-in-Charge.

Dismantling mild steel work of any description ; Complete all as specified and as directed by Engineeer-in-Charge.

Dismantling timber scantlings 40 sq. cm and over in section, in any position ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing MS work ( MS angle ) as in roof truss (framed), purlins, rafters including distance pieces, cleats etc including necessary cutting, welding etc complete Fe-410 w gde E-250 quallity A ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing rolled mild steel sections ( angles, tees etc ) as in post fixed with angle cleats, MS plate etc including necessary welding etc ; Complete all as specified and as directed by Engineeer-in-Charge.( Fe-410 w gde E-250)

Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings ; Complete all as specified and as directed by Engineeer-in-Charge.

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing for 0.63 mm thick Galvanised, corrugated mild steel sheeting bend to a curv fixed with L-type or J-type or cranked hook bolts in lieu of screws with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275 ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing 0.50 mm plain, galvanised, mild steel sheeting, in ridges,hips, valley gutters, drip and straight flashings length and girth as fixed) with grade of zinc coating 275 ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing for pre-painted galvalume aluiminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridge of roof covering/cladding to wall, fixed with self tapping screws ; Complete all as specified and as directed by Engineeer-in-Charge.

Supply and Fixing 0.50 mm plain, galvanised, mild steel sheeting, in ridges,hips, valley gutters, drip and straight flashings length and girth as fixed) with grade of zinc coating 275 ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc and brushing neat cement slurry with cement @ 3.0 Kg/Sqm ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for 15mm thick Screed bed or beading layer of cement mortar (1:6) for laying floor finishes ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for 10mm thick Screed bed or beading layer of cement mortar (1:4) for vertical surfaces like dado, skirting etc. ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Machine cut kota stone slab flooring 20-25mm thick as in stair, floor etc, over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing with mirror polishing ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for Machine cut kota stone slab flooring 20-25mm thick as in in riser of steps, skirting, dado etc, over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing with mirror polishing ; Complete all as specified and as directed by Engineeer-in-Charge.

Taking down rolling shutters including hood cover, adjusting all components, greasing/ oiling, replacement of defective/ unserviceable components all as directed for area not exc. 6 Sqm and refixing in the same opening including hood cover, making good disturbed surface of wall, beam, columns in CM 1:3 ; Complete all as specified and as directed by Engineeer-in-Charge.

All as per item No 47 but area exc 6 and not exc 12 Sqm. Note: Spare components will be measured and paid separately under relevant items.

Demolition of Reinfoced cement concrete for roofs, floors,(other than ground floors) beams ,columns stair cases, landing,chajjaa and similar suspended work ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for RCC with type B0 (1:2:4) (using 12.50mm graded aggregate ) in Slabs supported on walls , beams and columns in floors , roofs ., landings, balconies , canopies, deck slabs and cover slab in shelves and the like . ; Complete all as specified and as directed by Engineeer-in-Charge.

Formwork to the soffits of suspended slabs such as roof slabs , floor slabs , landings and similar work ; not exceeding 200 mm thick ( Horizontal or sloping ) and making flat rough finished surfaces of concrete ; Complete all as specified and as directed by Engineeer-in-Charge.

Material and Labour for TMT bars 6 to 8 mm mm dia and over , cut to length , bent to shape required , including cranking , bending spirally for hooping ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips ; Complete all as specified and as directed by Engineeer-in-Charge.

BISHAN DASS

RAJ KAMAL BUILDERS