CERTAIN REPAIR TO ROOF COVERING SHEDS ALONGWITH ALLIED WORK AND CERTAIN REPAIR TO CUPBOARD, JOINERY WORK ALONGWITH ALLIED WORKS WITHIN AOR OF AGE B/R-I UNDER GE (SOUTH) AKHNOOR (SECOND CALL)

Amount

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area not exceeding 1.50 Sqm each, complete all as specified.

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each, complete all as specified.

Demolition of un-reinforced cement concrete in ground floors and pavings/coping not exceeding 15 cm thickness (below or above ground level), Including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Taking down shutters of any descriptions area exceeding 1.00 Sqm but not exceeding 2.00 Sqm, complete all as specified and directed by Engineer-In-Charge.

Taking down shutters of any descriptions, area exceeding 1.00 Sqm but not exceeding 2.00 Sqm and re-fixing in the same opening, complete all as specified and directed by Engineer-In-Charge.

Solid PVC Door Frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with mild steel square tube, supplying and fixing in opening as per specification and drawing, including making good to disturbed surface of walls, complete all as specified and as directed by Engineer-In-Charge.

Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 125x60mm, complete all as specified and as directed by Engineer-In-Charge.

Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 105x60mm, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), type C-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates and in hold fasts or filling in hollow of steel frame, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of mild steel tubes for top and bottom rails. Mild steel frame 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 sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail; Paneling of plain colour PVC sheet to be fitted in the mild steel frame welded/ sealed to the stiles and rails with suitable PVC sheet beading, and joined together with solvent cement, supplying and fixing in the frame at site as per specification and drawing in SSR, complete all as specified and as directed by Engineer-In-Charge.

Supply and fixing in repair of cup board shutter 20mm thick (style) factory made PVC incl chowkat frame made out of MS tubes of 19 guage for top and bottom rails M S frame shall be covered with heated molded designer colour PVC channel having PVC sheet strip of 10 MM width stuck inside with solvent cement for styles and plane colour PVC sheets of top rail, lock rail and bottom rail on either side 10 mm (5 mm x 2) thick of 20 mm and 20 mm cross PVC sheets and as gap inserted for top and bottom rail. Paneling for plain colour PVC sheets to be fitted in the MS frame welded /sealed to the styles and rails with suitable PVC sheet beading and jointed together with solvent cement in the frame at site including 40mm dia brass polished cupboards knobs fixed with nuts, screws and washers etc as per drawing held with AGE B/R-I and to the entire specifications. , complete all as specified and as directed by Engineer-In-Charge.

Factory made, plain framed, paneled shutter (two panel) 35mm thick, 2nd class hardwood with lock rail and panel of 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 pressure treated, complete all as specified and as directed by Engineer-In-Charge.

Glazed and skeleton shutters in second class hardwood, 35mm thick, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); supplied and fitted to chowkhats including 0.56mm nominal dia of wire cloth with average width of aperature 1.18mm fitted with staples etc, complete all as specified and as directed.

Galvanised mild steel wire cloth in repair, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, , complete all as specified and as directed by Engineer-In-Charge.

Prelaminated particle board,19mm thick, interior grade, prelaminated one side with decorative choice lamination and other side balancing white lamination, as in cup boards, drawers, shutters, fixed with screws to timber frame work, complete all as specified and as directed by Engineer-In-Charge.

Block boards, 25mm thick, grade-1 quality, interior grade, commercial type, fixed with screws/ nails to timber frame work, complete all as specified and directed by Engineer-In-Charge.

Extra over 25mm thick, over block board or veneered particle board for external teak wood lipping, 6mm thick fixed with nails, complete all as specified and as directed by Engineer-In-Charge.

Factory made steel window, box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and plain sheet glass 3.0mm thick, 4mm thick frosted glass, jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD-1304, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of window shall include all members and spare parts as elaborated in the Drwaing and in the specifications and nothing shall be paid extra seperately.

Hasp and staple, safety type, size 100mm, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screws, complete all as specified and as directed by Engineer-In-Charge.

Butt hinges, size 100mm, medium weight, cold rolled mild steel, and fixed, complete all as specified and as directed by Engineer-In-Charge.

Aluminum anodized, barrel tower bolts of extruded Section, size 200mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.

S&F in repair Aluminum anodized, barrel tower bolts of extruded Section, size 200mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.

Extruded aluminium alloy handles, fabricated type, anodised, size 150mm, complete all as specified and as directed by Engineer-In-Charge.

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

Mild steel spring for doors, 300mm, ordinary rat tail rod pattern springs including roller and roller plate, complete all as specified and as directed by Engineer-In-Charge.

Aluminium alloy, anodised, sliding door bolt, size 250mm, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, complete all as specified and as directed.

S&F in repair Aluminium alloy, anodised, sliding door bolt, size 250mm, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, complete all as specified and as directed.

Floor door stopper of cover plate 140mm, aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, complete all as specified and as directed by Engineer-In-Charge.

Cast iron body Door closer hydraulically regulated, designation No-3, universal type, suitable for door shutters of 851 to 1000mm in width and of weight between 61 to 80 Kg, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Anodised aluminium alloy harrison rails , mild steel chromium plated with brackets , stops, roller etc , powder coated , decorative type 20/25 mm dia, incl end brackets and fixing arrangments , fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

Dismantling timber scantlings 40 Sqcm and over in section, in any position, complete all as specified and as directed by Engineer-In-Charge.

Dismantling of unframed timber scantling under 40 Sqcm, fixed in any position in fillet rails, posts rafters purlin etc complete all as specified and directed.

Mild steel work in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof, 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 including securing bolts; and similar work conforming to Fe 410-W (Gde- E- 250) quality-A,, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of Kitchen cabinet size 900mmx750mmx600mm, including partitions, shelves and drawers with brass sliding rails, door hanles, door catchers, over all cabinet internally and externally made with both side PVC laminated termite proof board, 18/19 mm thick, ISI marked including PVC kitchen/cup board frame of size 18mmx63mm made out of 18mm thick PVC pre-laminated ply coloured and frame shall be fixed with 50mm long steel screw inside using drilling machine and plsatic fasteners, having following specifications: (i) Outer frame made sixe 50mmx47mm with same board. (ii) Shutters both side PVC laminated termite proof board, 18/19 mm thick having contineous piano brass hinges of 30mm flap width with one No brass handle of 75mm including brass door catcher of not less than 50mm size in each shutter. (iii) Drawers made of both side PVC laminated termite proof board, 18/19 mm thick including brass handles of front and two sliding rails at sides in each drawer. (v) All cabinets, drawers, frames, partitions and boards shall be fixed at site with brass screws and PVC plugs of suitable sizes. Note: (a) Only face/outer (3D) (Cuboid shape) diemensions (Length ,width and Height) at site, shall be measured and entered in MB irrespective of Nos of partitions or drawers. Cost of all partitions as required at site shall also be deemed to have included in quoted rates and nothing extra is admissible on this account. (b) Different No of partitions and drawers may be as per site reqirement with out any extra cost. (c) All labours and materials cost shall be deemed included in quoted rate.

Sheet glass, 5.50mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50Sqm in each pane, complete all as specified and as directed by Engineer-In-Charge.

Sheet glass, 3.0mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50Sqm in each pane incl hacking out of old glass, complete all as specified and as directed.

Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-In-Charge.

Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-In-Charge.

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

Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-In-Charge.

Demolition of cement concrete (reinforced) in ground floors and pavings/manholes and the like not exceeding 15 cm thickness (below or above ground level), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

M&L RCC M-15, type B-1, 1:2:4, Nominal mix using 20 mm graded stone aggregate in foundations, including rafts, footings, foundation beams, plinth beams, base for columns, basements slabs, Slab supported on walls, columns etc including necessary form work, complete all as specified and directed. Note: Cost of necessary form work shall be deemed to be included in the quoted rates.

Providing and fixing board 4mm thick, designer, in ceiling fixed as per manufacturer’s instructions, including Aluminium snap grid frame work of main and tee (weight not less than 240gm/Rm), angle (weight not less than 217 gm/Rm), grid size 605x605mm, for false ceiling all as specified, and hangers 6mm dia, galvanised iron (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of galvanised iron wire of 4.0mm dia, length as required at site and expansion hold fasteners 12.50mm dia, 40mm long, complete all as specified and as directed by Engineer-In-Charge.

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed by Engineer-In-Charge.

M&L Cement concrete M-15, type B-1, 1:2:4 ( using 20mm graded crushed 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 railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

Dismantling framed steel truss of size not exceeding 10m in span, complete all as specified and as directed by Engineer-In-Charge.

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

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Description all as per serial item No- 48.00 here-in-before but except bricks .

Cutting holes in brick walls , Superficial area n exc 150 sqcm built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required, complete all as specified and as directed by Engineer-In-Charge.

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, exceeding 22.50cm but not exceeding 30.0cm long, dia of neck 5 to 10mm, complete all as specified and as directed by Engineer-In-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick, on any surface of brick or concrete surfaces, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra lime or cement), complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing compound shall deemed included in quoted rates.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint , complete all as specified and as directed.

M &L for preparation of old surfaces of walls plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement paint, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whitening, preparatory to distempering, after making surface smooth with 3mm thick birla white wall care putty, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of roof fascias and projections, chajjas etc including complete removal of existing treatment and applying one coat of exterior emulsion (Apex paint), complete all as specified and as directed by Engineer-In-Charge.

Preparation of new or previously untreated wood or wooden surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and as directed.

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed.

Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 Kg/mtr including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 No.). hinges type B-21 100mm long (2 Nos.) suitable handle (1 No.), fixing in repairs, complete all as specified and as directed by Engineer-In-Charge. Note : Cost of frame as directed, shutter, glass and other filling material in panels shall be deemed included in quoted rate

Anodised aluminium powder coated (minimum thickness of powder coating 50micron) openable door shutters with comprising bottom rail section of frame not less than 111.6x44.75 and 2.44mm thick, top rail section 105x44.45 and 2.20mm thick, lock rail 150x44.5 and 3.0mm thick, with door handle locking system (Godrej/ Link/ Harrison), shutters frame including necessary joining cleats, glazing clips, rubber neoprene packing, 150mm long handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc and fixing 5.50mm thick plain glass sheet with rubber packing/ beading, complete all as specified and as directed by Engineer-In-Charge. Note : Cost of door frame, shutter, glass and other filling material in panels shall be deemed included in quoted rate.

Rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-In-Charge.

GI wire of 6mm dia including fixing with staining bolts nd nuts with hook and ncessary PCC work in M-10, Nominal Mix type C-1 (1:3:6) using 20mm graded crushed stone aggregate, and necessary form work for mosquito net equal to length of barrack and 04 Nos line in each barrack, complete all as specified and as directed by Engineer-In-Charge.

Amount of Schedule of credit of for Rs 2,88,330.00 shall be deducted from quoted amount.

JR CONSTRSTRUCTION CO.

M/s Sekinder Paul Sharma

M/s Shivam Construction Co

ASIA ENTERPRISES