CA NO GE(N)AMB-57/2022-23 REPAIR TO JOINERY, PLUMBING, SANITARY, ROOF, PLASTERING AND OTHER CONNECTED BUILDING REPAIR WORK IN OTM-III ACCN OF AGE B/R-I (NORTH) UNDER GE (N) AMBALA CANTT

Amount

Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rough cast plaster 15 mm thick in cement motar 1 :4 complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of newly plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.

Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.

M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre per 10 Sqm complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of cement base paint on the walls, pillars, cornices etc.complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil bound distemper with painting roller on walls, pillars, cornices etc.complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of ceiling by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of white lime wash complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of old decorated steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.

M & L complete removal of existing treatment on ceiling (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new/old plastered surfaces of wall and applying 2 to 3mm thick wall care putty white cement based in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.

M&L Non-skid ceramic coloured tiles joint free premium/1st quality (square/rectengular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floor, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick/300 x 600 x 7 mm thick or nearest size as required , set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour vitrified ceramic light shade tiles premium/1st quality 10mm thick (square/rectangular) area of each tile exceeding 0.42 sqm and not exceeding 1.00 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15mm thick cement screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour vitrified ceramic light shade tiles premium/1st quality 10mm thick of same description as of floor tiles as in serial item No 23 above but 100 to 200mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour vitrified ceramic light shade tiles premium/1st quality 10mm thick (square/rectangular) area of each tile not exceeding 0.36 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15mm thick cement screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

Material and labour vitrified ceramic light shade tiles premium/1st quality 10mm thick of same description as of floor tiles as in serial item No 25 above but 100 to 200mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

M & L 100 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M & L 25 mm thick PCC 1:2:4, type B0 as in sub base floor (using 12.50mm graded crushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge.

M & L providing 75 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L rounding to edges of stone slab both edge such as in steps, cooking plateform and other similar situtaions with grinder complete all as specified and as directed by the Engineer-in-Charge.

M &L 10mm thick coloured paver tiles (Endura Tiles) of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in C.M 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge.

M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkats or frames with shutter area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.

Taking down chowkats or frames with shutter area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.

M&L for rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-410-W (Grade E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on boths face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,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 size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) work for doors,windows, ventilators frame and partition (fixed portion) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-Charge. Note : (a). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (b). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the same shall not be measured for arriving the weight; (c). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework and including matching the existing surface area complete all as specified and directed.

S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) for shutters of doors,windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-Charge. Note : (a). Glazing shall be measured and paid separately; (b). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the same shall not be measured for arriving the weight; (d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework and including matching the existing surface area complete all as specified and directed.

S & F anodised aluminium grill (anodized transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/ pattern, with approved standard section and fixed to the window frame with C.P brass/ stainless steel screws @ 200 mm center to center, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodized aluminium standard section around the opening, complete all as specified and as directed by the Engineer-in-Charge.

S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :- (a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf

item No. 43 (contd....) vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat of red oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.

Supply and fixing solid PVC door frame of size 50mm x 47mm made out of 5mm prelam PVC sheet on single side used instead of plain colour PVC sheet reinforced with MS square tube, edges will be painted to match with prelam sheet and fixed in opening complete all as specified and as directed by the Engineer-in-Charge.

S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe 290 Gde–E–165 complete all as specified and as directed by the Engineer–in–Charge.

S & F stainless steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.

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

S&F 150 mm long aluminium handle fabricated type anodised complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.

M & L sheet glass 3.00mm thick ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane as in repair complete all as specified and as directed by the Engineer-in-Charge.

M & L sheet glass 4.8mm thick ordinary quality and glazing with aluminium snap beading, rubber gasket in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.

M & L frosted sheet glass 4.8mm thick and glazing with aluminium snap beading, rubber gasket in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.

M&L 12 mm thick prelaminated particle board interier grade (grade-1) confirming IS 14587 prelaminated both side with decorative choice lamination and fixed to aluminium door shutter with glazing clips, rubber complete all as specified and as directed by the Engineer-in-Charge.

S&F galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repar galvanised mild steel wire cloths 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair stainless steel curtain rod 25mm dia having wall thickness 1.00mm with and including stainless steel decorative brackets, two lotto for each rod length at both end etc fixed with stainless steel screws complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new wooden 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 pink primer complete all as specified and as directed by the Engineer-in-Charge.

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

S & F 5mm PVC hollow sheet (the thicknees of wall 0.7 to 1.00mm) panelling inclusive of solvent cement and fixing at site with U clip or PVC frame as per specifications and drawing complete all as specified including dismantling of existing paneling.

S & F GI metal suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, and as directed by Engineer-in-charge. Including 4mm thick HPSC pre-prime non asbestos fiber cement building board (E-classic or eqivalvent) decorative finish fixed to frame work with holding down clips in false ceiling complete all as specified and as directed by the Engineer-in-Charge

Dismantling wooden scantling of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.

S & F rolled steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and as directed by the Engineer-in-Charge

Dismantling of plain or corrugated AC sheet of any thickness incl Nainital or similar pattern coverings, complete all as specified and as directed by the Engineer-in-Charge.

S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick,having Zinc coating 150 gm per sqm (Az-150) 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 the Engineer-in-Charge.

S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa, having Zinc coating 150 gm per sqm (Az-150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

Cutting chases to brick wall built in cement mortar, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the Engineer-in-Charge.

M & L galvanised iron tubing 20mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in repair complete all as specified and as directed by the Engineer-in-Charge.

M & L galvanised iron tubing 15 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F 15mm bore cast copper alloy chromium plated angular stop valves with capstan head, screwed down, high pressure scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F fancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F bib taps 15mm bore fancy type brass chromium plated with long body, wall flanges and capstan head, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F CP brass wall mixture 3-in-1 system with provision for both hand shower and overhead shower complete with 115 mm long bend pipe , connecting legs & wall flange with hand & overhead shower as in repair complete all as specified and as directed by the Engineer-in-Charge. Make :Jaquar Cat Part No QQT-7309 /Hindware Cat Part No.F 120019

Supply and fixing as in repair, brass chromium plated WHB mixer sawn neck for mixing hot & cold water for 15mm bore pipes including all connecting fittings, screwed down for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge.

S & F PVC connections 15 mm size with PTMT nuts of length 450 mm as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F vitreous china wash hand basin white, flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing of waste fitting etc as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair brass chromium plated shower rose 100mm size swivel type with arm of standard size as per site suitable for 15mm bore pipe complete all as specified and as direced by the Engineer-in-charge.

Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including plastic water closet seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and heaith faucet (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F 10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WC as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair grating doom 100mm dia of stainless steel with or without waste hole complete all as specified and as directed by the Engineer-in-Charge.

S & F sinks with drainage board made out of stainless steel 1mm thick sheet for kitchen or laboratory with plugs, waste pipe, brass chromium plated coupling and wastes; in-cluding bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connect-ing union to pipe overall size 915mm x 460mm with bowl size 410mm x 330mm x 160mm as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair stainless steel peg set having five hook on each length 300mm fixed with brass screws complete all as specified and as directed by the Engineer-in-Charge

S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing as in repair water storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing as in repair water storage tank, 1000 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, complete all as specified and as directed by the Engineer-in-Charge.

Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge.

Demolition of Mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-Charge.

M & L for providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, padding, coping, rounded or chamfered on edges including from work where ever required complete all as specified and as directed by the Engineer-in-Charge.

Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature and viscosity 70-160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shell be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge.

M & L cement concrete tiles 30 cm x 30cm x 20 mm thick, machine pressed laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

Dismantling structural steel work including doors, gates, grills etc but excluding framed trusses etc complete all as specified and as directed by the Engineer-in-Charge.

M&L rolled mild steel framed work as in ornamental and intricate design door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe-410-W (Grade E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

Demolition of reinforced cement concrete in pillar, roofs , beams staircase , landing , chajja and similar suspended works reinforcement cut as required to facilitate demolition complete all as specified and as directed by the Engr-in-charge.

M & L reinforced cement concrete 1:1.5:3 (Nominal mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L reinforced cement concrete 1:1.5:3 (Nominal mix) using 20mm graded crushed stone aggregate as in pillars, posts,struts, piers, columns and stanchions complete all as specified and as directed by the Engineer-in-Charge.

M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M & L formwork to sides of pillar, posts, columns (square or rectangular) etc., work in rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl 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 as directed by the Engineer-in-Charge.

M&L TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl 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 as directed by the Engineer-in-Charge.

S & F stainless steel butt hinges 75mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.

S&F 100 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 100 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge.

S&F aluminium (Diecast) body hydraulically door closer regulated, designation No.3, universal type, suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg complete all as specified and as directed by the Engr-in-charge.

Taking down shutters of any description area exc 1 sqm and not exc 2 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge.

M&L 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 as directed by the Engineer-in-Charge.

Swami Enterprises

JS CONSTRUCTION COMPANY

M/S SHANTI CONSTRUCTION

RONKI RAM AND COMPANY