CA NO GE(N)AMB-12/2021-22 REPAIR TO JOINERY, PLUMBING, SANITARY, ROOF, PLASTERING AND OTHER CONNECTED BLDG REPAIR WORKS IN OTM-II OF ACCN IN THE AREA AGE B/R-I UNDER GE (NORTH) AMBALA CANTT

Amount

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 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 rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 15 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 10 mm thick on fair faces of brick work or concrete ceiling or chajjas 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.

Supply only integral water proofing compound complete all as specified and as directed by the Engineer-in-Charge.

M & L rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 including mixing water proofing compound @ 2% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately)

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.

M& L washed stone grit plaster on exterior walls in two layers, under layer 12mm thick cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm thick cement plaster 1:1/2:2 (1 ement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and as directed by the Engr-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 primer over and inlcuding 1mm to 2mm thick wall care putty in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new 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.

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 old decorated plastered/ unplastered surfaces of walls and applying one coat of cement base paint complete all as specified and as directed by the Engineer-in-Charge.

Complete removing of existing treatment on wall by scrappers or any other means and washing , rubbing down and stooping distempered surfaces of walls surand applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge.

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

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

M&L preparation of old plastered/ unplastered surfaces of walls and applying two coats of oil bound distemper with painting roller over and inlcuding 1mm to 2mm thick wall care putty in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down or 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 the wall, pillars, cornices etc 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 two coats of synthetic enamel paint 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 two coats of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M&L for cutting of tree from wall or roof of building n.exc 10 cm girth, taking out tree trunk portion including roots completely from wall/roof, digging out roof and making good disturbed surface with brick work in cement mortar 1:4 or filling PCC 1:2:4 type B1 using 20mm stone aggegate to match the surface as per eixsting complete as directed by 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.

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.

M&L preparation of newely/old plastered surfaces of wall and applying texture paint using painting roller over and including 1 to 2mm thick wall care putty in two or more coats for making surface smooth complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair mild steel powder coated wooden finish curtain rod 25mm dia fixed with and including decorative brackets ,stop roller and glass at the end etc complete all as specified and as directed by the Engineer-in-Charge.

S & F PVC connections 15 mm size with PTMT nuts of length 600 mm as in repair complete all as specified and as directed by the Engineer-in-Charge.

Cutting chases ,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 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in reapir complete all as specified and as directed by the Engineer-in-Charge.

M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in reapir 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 and crutch of butterfly handle 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 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.

M & L 75mm bore PVC (SWR) multi-floor trap, plain with grating including jointing with solvent cement as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix in repairs of 15mm bore Stop valves, fancy type cast copper alloy chromium plated screwed down high presure, with crutch of butterfly handle, screwed both ends for iron pipe or for unions with long shank and cup (conncelaed type) complete all as specified and as direced by the Engineer-in-charge.

S & F 15mm bore cast copper alloy fancy type chromium plated stop valves screwed down, high pressure with crutch or butterfly handle, 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 in repair brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge.

S&F in repair Brass chromium plated shower rose 125mm size swivel type with arm of standard size as per site complete all as specified and as direced by the Engineer-in-charge.

S & F vitreous china wash hand basin white, flat back of size 550mmx400mm with pedestal 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 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 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.

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 white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe and complete accessories as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F brass chromium plated toilet paper holder complete fixed to wall as in repair 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 tinned tack or galvanised wire staple 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 tinned tack or galvanised wire staple as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair 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 complete all as specified and as directed by the Engineer-in-Charge.

S & F sinks without 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 495mm x 420mm with bowl size 410mm x 330mm x 160mm as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing plastic water closet seat cover , white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminised hinging device as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair looking mirror glass 6mm thick with bevelled edge of required size and fixed with brass chromium plated screws and cup washer complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair brass chromium plated wall/sink mixer 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 as in repair brass chromium palted WHB mixer 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 brass chromium plated Single towel rack 600 mm long between flanges including brackets complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Jaquar Cat Part No : ACN-1181FHS/Cera Cat Part No. F5007101 / Hindware Cat Part No.F 890012

S&F brass chromium plated soap dish holder and fixed with brass screws to wall as in repair complete all as specified and as directed by the Engineer-in-Charge. Make:- Jaquar cat part No. ACN-1131 N/Cera cat part No. F-500716/Hindware Cat Part No.F 840006.

S & F bib tap 15mm dia chromium plated fency type with crutch or butterfly handle screwed down for iron pipe and fixed complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make :Jaquar Cat Part No : QQP-7037PM / Cera Cat Part No.F1003151 / Hindware Cat Part No.F 330041

S & F 15mm bore angular valves, fancy type chromium plated with long shank complete fixed as in rtepair complete all as specified and as directed by the Engineer-in-Charge. Make :Jaquar : Cat Part- QQP-7053PM / Cera Cat Part No.1003201 / Hindware Cat Part No.F 370006

S & F Glass slelf (with bracket) including fixing with brass screws to wall complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Jaquar Cat Part No : ACN-1171N/Cera Cat Part No.F5005301/ Hindware Cat Part No.F 840011

S & F single pieace water closet wtih PP soft close seat cover, hinges, fixing accessories and accessories set, cistern fittings S or P Trap complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Cat Part No : ARS WHT 39751P of Jaquar or equivalent in Hindware cat part No. 20095 (S-22)/Parryware/CERA

S & F as in repair vitreous china table top wash hand basin white, of size 565mmx420mmx140mm, 32mm dia brass chromium plated waste coupling and 32 mm dia PVC waste pipe including fixing of waste fitting etc complete all as specified and as directed by the Engineer-in-Charge.

S & F brass CP Towel ring round between flanges including fixing with brass screws complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Jaquar Cat Part No : ACN-1121BN/Cera Cat Part No.F5007105 / Hindware Cat Part No.F 880007

S & F chromium plated hand shower ( health faucut) with 8 mm dia 1.2 mtr long flexible tube and wall hook with NRV ( back flow preverntor )complete fixed to wall complete fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Jaquar Cat Part No : ALD577/Cera Cat Part No. F8030101

S&F Vitreous china urinal, half stall type white (excluding flusing cistern,) including PVC waste pipe , providing and fixing plugs bedding urinal against wall in cement mortar 1:2 securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement flush pipe, grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern trap) fixed "as in repair" complete all as specified and as directed by the Engr-in-charge.

M&L Non-skid ceramic coloured tiles joint free 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 floors, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.

M&L Non-skid ceramic coloured tiles joint free 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 skirting/ dado, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including rendring 10 mm thick in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L vitrified ceramic light shade tiles premium/1st quality 10mm thick (square/rectangular) area of each tile exceeding 0.36 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.

M&L vitrified ceramic light shade tiles premium/1st quality 10mm thick (square/rectangular) area of each tile exceeding 0.36 sqm and not exceeding 1.00 Sqm, in vertical surfaces such as skirting/dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 10mm thick rendering in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L 25mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in sub base, finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/skirtings/dados of size 350x250x7mm/450x350x7mm thick, 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.

M&L 18 mm thick prelaminated particle board exterier grade (grade-1) confirming IS 14587, fixed with screws for kitchen cupboard and cabinet , shelves for cupboard, frame with door if required including 3mm thick 2nd class hardwood leeping patti on cut edge of boards as in repair complete all as specified and as directed by the Engineer-in-Charge.

M & L 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.

S & F 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.

S & F 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 seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.

S & F flush shutters 30 mm thick, solid core construction, with block board core and ply wood face panels, commercial type on both sides complete all as specified and as directed by the Engr-in-charge.

S & F solid PVC door frame of size 50mm x 47mm made out of 5mm prelaminated colour PVC sheet reinforced with MS square tube 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.

Supply and fix double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, govering pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix 12 mm thick prelaminated particale board,exterior grade, prelaminated both side with decorative choice lamination and fixed to aluminium door with glazing clips, rubber etc complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix 100 mm size brass mortice lock, vertical type, 6 levers with duplicate key complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated aluminium section with one or more rebates as in window, door shutter, frame including neccessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, 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 as directed by the Engineer-in-Charge.

M&L for repairing of all type aluminium window/door shutter with frame and refixing it after resecuring its frame work by means of tightening with new screw or by new frame ,cleats, rubber gasket and refixing in the same opening complete all as specified and as directed by the Engineer-in-Charge. Note:- New frame shall be measured and paid for separately.

Supply and fixing 4.8 mm thick tinted glass to aluminium door with glazing clips, rubber etc complete all as specified and as directed by the Engineer-in-Charge.

M&L 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(Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing steel window box type using ERW hollow 'P' section comprising double frame for and including gauged and glazed skelton shutter 30mm thick, jointed internally with flat iron 25x3mm complete including hinges, handle, tower bolts, stops, lugs, guard bars and painting etc. all as shown on drawing No. TD-219 sheet 1/3 to 3/3 and TD-220 sheet 1/3 to 3/3 as applicable complete all as specified and as directed by Engineer in Charge. Note: (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 and grill as shown on drgs. (iii) Glazing, wire mesh shall be measured and paid for separately.

S&F 150 mm long aluminium handle cast type anodised as in repair 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.

Supply and fixing 250mm 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.

S & F stainless steel butt hinges 100mm long medium weight 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 32 mm dia PVC waste pipe of standard length for wash hand basin / Kitchen sink etc as in repair complete all as specified and as directed by the Engineer-in-Charge.

Taking down rolling shutters of any size pull push type or manual type incl taking down complete accessories like shaft, top cover, guide channel etc complete all as specified and as directed by the Engineer-in-Charge.

Taking down rolling shutters of any size gear operated type with gear box and crank handle/gear operated type with chain wheel and hand chain incl taking down complete accessories like shaft, top cover, guide channel,gear box etc complete all as specified and as directed by the Engineer-in-Charge.

S & F steel rolling shutters 1.25 mm thickness of laths, with required ball bearing for rolling shutter including shaft, top cover, guide channel, anchoring rod, hasp and staple and one shop coat of primer, erected/fixed as required in position complete push pull or manual type complete all as specified and as directed by the Engr-in-charge.

S & F Steel rolling shutters 1.25mm thickness of laths, with required Ball bearing for rolling shutters, including shaft, top cover, guide channel, anchoring rod, hasp and staple, gear operated type with bevel gear box and crank handle, safety lever locks mild steel with 4 levers including one shop coat of primer, erected/fixed in position as required complete all as specified and as directed by the Engr-in-charge.

Taking down rolling shutter push pull or manual type incl taking down accessories like shaft, top cover, guide channel and straightening/ rectify warped/buckled parts, replacing unserviceable components/parts with new with and including cleaning/overhauling, greasing/oiling, make functional rolling shutter in all respect and refixing the same in same opening to walls/RCC members all as directed by the Engineer-in-Charge. (All new components/accessories will be measured and paid separately as supply only under relevant item of schedule)

Description same all as per item No. 95 above but gear operated type with bevel gear box and crank handle. (All new components/accessories will be measured and paid separately as supply only under relevant item of schedule).

Supply only suspension shaft of dia 40 mm mild steel pipe incl springs (for upto 3 Mtr wide shutter) complete all as specified and as directed by the Engr-in-charge.

Supply only suspension shaft of dia 50 mm mild steel pipe incl springs ( for exc 3 Mtr but not exc 6 Mtr wide shutter) complete all as specified and as directed by the Engr-in-charge.

Supply only mild steel guide channel of width 65 mm deep & 25 mm wide and 3.15mm thick all as specified and as directed by Engr-in-Charge.

Supply only mild steel guide channel of width 75 mm deep & 25 mm wide and 3.15mm thick all as specified and as directed by Engr-in-Charge.

Supply only ball bearing for 40 to 50mm dia shaft of rolling shutter upto 6.0m width all as specified and as directed by Engr-in-Charge.

Replacement of old tension spring with new tension spring of size 450mm for shutters not exceeding 12 Sqm each complete all as specified and as directed by the Engr-in-charge.

Replacement of old tension spring with new tension spring of size 600mm for shutter exceeding 12 Sqm each complete and all as specified and directed by Engineer-in-Charge.

Replacement of existing unserviceable mild steel wheel gear box with new wheel gear box of suitable for large size shutters having area more then 8 sqm including handle as per existing size complete all as specified and as directed by the Engr-in-charge.

Taking down of steel door shutters (sliding or side hung) of any size and repairing the same for its proper functioning with greasing/oiling/ /straightening and necessary cutting and welding of door parts and making the door functional for easy movement with and including reerecting the door shutter in existing position all as directed by Engineer-in-charge.

M&L preparation of old/new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of aluminum paint complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of plain or corrugated steel 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.

S & F 0.63mm thick galvanised, corrugated mild steel sheeting having Zinc coating 275 gm per sqm with two corrugations side lap, fixed with L-type or J-type hook bolts with washer in roofs, walls etc in complete all as specified and as directed by the Engineer-in-Charge.

S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or fixed on walls as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC(SWR) bends of any radius, for 110mm bore pipes, with access doors complete all as specified and as directed by the Engineer-in-Charge.

S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed on walls or laid in trenches or in floors as in repair complete all as specified and as directed by the Engineer-in-Charge.

S & F 75mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair 1000 Litres rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) tripple layer body, 100% UA stablised, rust proof, hoisted and fixed in position all as specified in SSR Part-I including 20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minium weight-200 grm) complete all as specified and as directed by the Engineer-in-Charge. Note : Water storage tank shall be White in colour.

S & F as in repair 500 litres rotational moulded polyethylene water storage tanks triple layer (cylindrical vertical with closed top) 100% UA stablised, rust proof, hoisted and fixed in position all as specified in SSR Part-I including 20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minium weight-200 grm) complete all as specified and as directed by the Engineer-in-Charge Note:- Tank shall be in white colour.

S & F 20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minium weight-200 grm) as in repair complete all as specified and as directed by the Engineer-in-Charge.

M & L sheet glass 3.0mm thick ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.

M & L rough cast wired glass 6.4mm thick and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.

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

Supply and fixing I-max hinge 100mm size, suitable for aluminium window 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 complete all as specified and as directed by the Engineer-in-Charge.

M & L E-grid suspended false ceiling grid system 600x600mm with main runner 33x24x0.6mm, cross tee 25x24x0.6mm and wall angle 19x22x0.4mm ceiling suspended with 4mm dia GI wire hanger fixed with steel dash fasteners or from purlin of the roof with butterfly clips hold down clips etc complete main runner corss tee, wall angle made of roll formed hot dipped galvanized steel with zinc coating and exposed portion polyster coated including S&F 4mm thick HPSC pre-prime non asbestros fiber cement building board (E-classic or equivalent) decorateive finish fixed to aluminium/CGI frame work with hold down clips in false ceiling complete all as specified and as directed by the Engr-in-charge.

S & F 5mm PVC hollow sheet (the thicknees of inner 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.

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 mild steel work 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. of Fe-410-W (Grade E-250) quality B complete all as specified and as directed by the Engineer-in-Charge

Demolition of cement concrete (un-reinforced) in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

M & L 75 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 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 providing cement concrete 1:2:4 Type B1 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.

M & L 40mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in floor, laid in panels and surface finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

S&F glass dividing strips, 38mm wide and 3mm thick, inserted in position to confirm to design of floor complete all as specified and as directed by the Engineer-in-Charge.

M & L providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n 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.

M & L sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge.

M&L machine pressed rubber moulded precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006 of 60 mm thickness grade M-35 with grey cement and pigments complete all as specified and as directed by the Engineer-in-Charge

M & L PCC 100 mm thick, 1:2:4, type B2 as in hardstanding/floor (using 40mm graded crushed stone aggregate), finished even & smooth without using extra cement complete all as specified and as directed by the Engr-in-charge.

Finishing surface of concrete by brooming with brooms whilst concrete is green complete all as specified and as directed by the Engr-in-charge.

Demolition of reinforced cement concrete in (other then ground floor) 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 providing PCC precast 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT mild 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 for making hole and filling the metallic packer for injecting hydrophobic PU foam and sealer as per manufacturer's instruction (Avg one metallic packer per Sqm). Make : Build core chemicals, MC bouchmie, Pidilite or equivalent.

M & L for CORESEAL 357A/CORESEAL 357 CAT (foaming agent for carrying out non destructive waterproofing treatment of sunken portion slab, floors and walls of Bath, WC, WHB and floor traps (combined unit) by using construction chemical methods such as 1. HYDROPHOBIC PU GROUTING incl cleaning of surfaces with wire brush detecting the sources of leakages. Make : Build core chemicals, MC bouchmie, Pidilite or equivalent.

M & L for second course injection of CORESEAL 135A/CORESEAL 135B (sealing agent) complete all as specified and as directed by the Engr-in-charge. Make : Build core chemicals, MC bouchmie, Pidilite or equivalent.

M & L for WPT of external walls of newly/old plasterd surfaces by applying two coats of elastomeric coating material after clearing the surfaces thoroughly and sealing all cracks with acrylic sealing compound as per the manufacturers's specifications and directions of EIC, Make : Build core chemicals, MC bouchmie, Pidilite or equivalent.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge.

Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

S & F 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or fixed to walls complete all as specified and as directed by the Engineer-in-Charge

M & L concrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate 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 aggregate as in roof kerbs or mud stops,padding, 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 shell be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge. (iv) The work shall be carriout at a height upto 12 metre.

M & L 40 mm thick brick tiles 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 Engr-in-charge.

Disconnecting existing water tanks of capacity exc. 250 ltr and not exc. 500 ltrs setting aside(or lowering if required) for repair, cleaning, etc. and hoisting if required reconnecting and refixing in position. (cleaning repairing, etc. measured separatly) complete all as specified and as directed by the Engineer-in-Charge.

Removing old tar felt, all loose dirt, cement plaster, cleaning the concrete surface including removal & cleaning of vegetation, fungus,moss small trees etc from the roof top with wire brush, removing the strips of lightening conductor including refixing the same after repair work and applying neat cement slurry @ 1.5Kg/Sqm complete all as specified and directed by Engineer-in-Charge.

M & L rendering 15 mm thick on existing concrete surface of roof in cement mortar 1:4 including mixing water proofing compound @ 2% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately)

M&L for water proofing treatment over RCC slab by applying oil bound bitumen primer @ 0.25 kg/Sqm and providing and laying 3 mm thick APP modified water proofing memberane weighing not less than 3.00 kg/sqm, reinforced with non woven polyester reinforcement matt weighing not less than 160 gm/Sqm polyester core, having soften point not less than 150 degreee centigreat longitudinal tensile strength not less than 650 N/ 5 cm, tearing streangth of 180 N / 5 cm, torch application, with a overlap of 100mm at the sides and 150mm at the ends and sealing and applying a coat of solar reflective aluminium paint @ 0.11 Kg/Sqm on membrane surfaces complete including carrying out 24 hrs ponding test over the complete treatment complete all as specified and as directed by the Engr-in-charge.

Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc 1.5 sqm but not exc 4 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-charge.

Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exc 1.5 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-charge.

Taking down shutters of any description area not exc 1.00 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge.

Taking down shutters of any description area exc 1.00 sqm and not exc 2.00 Sqm each and removing the same from site 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.

Sawhney Constructions

Ashwani Kumar

Durga Enterprises

bhagwandasswazirchand