COMPREHENSIVE REPAIRS TO OTM ACCN OF ZONE III AND ZONE X AT AGE B R I (SOUTH) UNDER GE (SOUTH) AMBALA CANTT

Amount

Demolition of brickwork built in cement mortar or cement lime mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick work with sub class B bricks , straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Description all as per item No 2.00 above but except bricks including cleaning, removing mortar from the bricks complete all as spd in cement mortar 1:6 complete all as spd and directed.

Material and labour for brick work with sub class-"B" Bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster and raking out joints, hacking for key, scrubbing down with water built in cement mortar complete all as specified and directed by Engineer-in-Charge.

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

Material and labour rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortor 1:4 finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material and labour for 5mm thick plaster on ceiling or sides/ bottom of precasted concrete surfaces in CM 1:3 and finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge.

Material and labour for natural stone grit finish in two pack system of dry stone chips and binder having 2 mm thickness over prime surface including plastering the brick/concrete surface with 15mm thick 1:4 cement mortar finished even and fair without using extra cement at any height upto12mtr. The rate is inclusve of necessary T & P , scaffolding complete as per manufacturer`s in instruction and as directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description not otherwise provided for etc; completed as specified and directed and removal of all demolished material and debris outside the MoD land, complete all as specified and directed by Engineer-in-Charge.

Material and labour for 50mm thick PCC 1:3:6 type C-1 (using 20mm graded mechanically crushed stone aggregate) as in plinth protection finished even and smooth without using extra cement with and including 10mm wide, 30mm deep joints at the rate of 3.00 mtr centre to centre and at every turning and filling the joints with 85/25 grade bitumen and sand (1:3 ratio) mixture complete all as specified and directed by Engineer-in-Charge.

Material and labour for 75 mm thick PCC 1:4:8 type D-2 (using 40 mm grdes stone aggregate) as in sub base of floor/path, etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for 40 mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) in flooring sub base layer complete all as specified and directed by Engineer-in-Charge.

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

Supply and fixing of heavy duty tiles (coloured), good grip series, size 400 mm x 400 mm x 12 mm thick, pattern as approved by Engineer-in-Charge, set, jointed and pointed in neat cement slurry @ 3.00 kg/square metre, laid over and including 20 mm thick (average thickness) screed led in cement mortor 1:4, complete all as specified and directed by Engineer-in-Charge.

Material and labour First quality, Non skid ceramic, coloured, rectified i.e. straight edge (locally known as joint free) tiles of size 600 x 600mm each and of thickness not less than 7mm, in skirting etc (by cutting the tiles to required height). over and including 10 mm thick cement mortar 1:4 screed, set and jointed with tile adhesive with notched trowel and pointed in grout of matching shade of tiles, complete all as directed.

Material and labour for premium quality, joint free, non skid coloured ceramic tiles, area of each tile exc 0.09 sqm but not exceeding 0.18 sqm, 7 to 8 mm thick as in floor, set and jointed in neat cement slurry @ 3.00 kg/square metre and pointed in white or coloured cement to match the surface over and including 15mm thick screed bed or layer in cement mortar (1:6) including dismantling of existing tiles etc complete all as specified and directed by Engineer-in-Charge.

Material and Labour for first quality glazed ceramic coloured tiles 450x300x7 mm thick on vertical surface over and including 10 mm thick rendering in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Material and labour for premium quality vitrifed tiles dark shade double charged 9 to 10mm thick (square/rectangular) polished area of each tile exc 0.64 n. exc 1 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile over 15mm screed bed 1:6 CM complete all as specified and directed by Engineer-in-Charge.

Demolition stone slab of any description or thickness, laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge.

Material and labour for 16 to 18 mm thick Granite stone of black shade work (table rubbed, polished and moulding), as in floors, cooking platforms and like bedded with and including 15 mm thick screed bed in CM 1:4 and jointed with grey cement slurry @ 3 Kg/Sqm, and pointed with white with admixture of pigment to match with shade of granite stone including grinding, polishing, rounding and moulding of stone slabs on edges, including dismantling of existing stone slabs including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

Material and labour Machine cut pre polished kota stone slab flooring 20-22mm thick over cement screed base 15mm thick in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.

Material and labour pre polished kota stone slab 18-20mm thick in riser of steps, skirting, dado and pillar laid over cement screed base 10 mm thick in CM 1:4 including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of 5 mm thick solid coloured / textured PVC sheet, solid PVC wall paneling/ lining PVC sheet inclusive of solvent cement and fixing at site with and including 5 mm thick PVC sheet fillets of width 35 mm for wall paneling inclusive of fixing on wall to make PVC frame as per specification and directed including taking down of existing wall lining, board or insulation board including cover fillets of any type and thick complete all as specified and as directed. NOTE : - Unit rate quoted against this item shall also includes taking down and refixing the same of any electrical board, switch, sockets, light and fittings, fans etc after carrying out necessary relevant work and making good to match with existing surface effected for this area etc complete all as specified and directed by Engineer-in-Charge.

Supply, fabricate and fixing in repair in position of anodised aluminium powder coated (minimum thickness of powder coating 50 micron) three track window ( two shutters glazed and one shutters wire gauge) with frame, glazed with 5.5 mm thick tinted glass and, wire gauge with stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm including rubber bead joining cleat for fixing in position, concealed type lock for all three shutter, PVC roller etc all as specified below, including the cost of EPDM rubber /neoprene gasket required complete all as specified and directed by Engineer-in-Charge. (a) Frame (top and side) section shall of size 92.00 x 31.75 x 1.50 mm ( Section No 20831) (b) Frame (bottom) section shall of size 92.00 x 31.75 x 1.50 mm ( Section No 20832) (c) Top and side Members of shutter Section shall be be of size 18.00 x 40.00 x 1.55 (Section No 20738) (d) Shutter Interlock Section shall be be of size 18.00 x 40.00 x 1.45 (Section No 20737) (e) Bottom Members of shutter Section shall be of size 18.00 x 40.00 x 1.55 (Section No 20736) Note:- Section No given above are of make Jindal, Contractor may use similar section of other make

Supply and fixing 5.5 mm thick tinted glass in square exceeding 0.5 sqm in each pane with heat reflecting properties, fixed to aluminium frame with glazing clips, etc., complete all as specified and as directed.

Supply and fixing in repair of aluminium alloy anodized (powder-coated) door frame and shutters with hollow aluminium anodized sections as specified including aluminium alloy anodized snap type beads, dish type door handles, glazed clip, jointing cleats, rubber packing, gasket, lock 4 levers, 02 Nos aluminium alloy anodized tower bolts to each leaf etc. including fixing frame to wall/RCC members etc. with rawl plugs complete all as specified and directed by Engineer-in-Charge. Sections of frame and door shall be as follows : - a) Door Frame single groove 101.6 mm x 44.45 mm x 2.15mm thick (b) Shutter top 47.62 mm x 44.45 mm x1.95 mm thick. (c) Shutter bottom 114.30 mm x 44.45 mm x 2.1 5mm thick. (d) Shutter vertical 85 mm x 44.45 mm x 1.80 mm thick. (e) Shutter middle 83.5 mm x 44.45 mm x 2.40mm thick. (f) Gauging clip weighing not less than 0.097kg/metre. NOTE : 1. Glass pane shall be measured and paid separately.

Supply and fixing in repair of aluminium (die cast) body door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair of 3 mm thick figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane with oil putty or fixed with beads complete all as specified and directed by Engineer-in-Charge. NOTE: - Glass will be fixed upto 12 metre height bldgs.

Demolition of lime concrete or cement conrete of any description and in any position as of sunken portion complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete in foundations, filling and mass concrete Type E2 1 : 5 :10 (using 40 mm graded aggregate) as in sunken floor complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete in foundations, filling and mass concrete Type C2 1 : 3 :6 (using 40 mm graded aggregate) as in under sunken floor complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair of galvanized steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair sheet glass 3mm thick, ordinary quality , in square not exceeding 0.5 Square metre each pane and glazing with oil putty to steel window and with wooden beads to wooden shutters complete all as specified and directed by Engineer-in-Charge. NOTE: - Glass will be fixed upto 12 metre height bldgs.

Dismantling wrought iron or mild steel work of any description in steel trusses, purlins, roof railings, grills etc complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of mild steel, rolled sections as in main or cross beams, hip and jack rafters, purlin where connected to comman rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates conforming to grade Fe-410(Gde 250), complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of mild steel, framed work such as grills, grating etc with end of bars shouldered and/ or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing framed work of water tanks and similar work including pintal hinges, stops hand made sliding bolts etc conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Material and labour for providing, cement concrete Type 1:2:4 B1 (20mm graded 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, complete all as specified and directed by Engineer-in-Charge.

Taking down shutter of any description exceeding 1 sqm and not exceeding 2 Sqm each and refixing in same opening after easing and adjusting including 3 SS hinges 100mm size etc complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes internal dia 100 mm in wall or floor position (Salt glazed ware, AC or Reinforced concrete,PVC or any other type ) complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) 110 mm pipe single socket in any length with rubber ring joints fixed to wall or laid in floor duly tested including fittings complete all as specified and directed by Engineer-in-Charge.

Taking up or down steel tubing 15mm bore of pipe and connections and removal from site complete all as specified and directed by Engineer-in-Charge.

Taking up or down steel tubing 20mm bore of pipe and connections and removal from site complete all as specified and directed by Engineer-in-Charge.

Supplying and laying of CPVC pipes 16mm OD SDR 11 and Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed by Engineer-in-Charge.

Supplying and laying of CPVC pipes 20mm OD SDR 11 and Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair Vitreous china white wash hand basin, flat back size 550 x 400mm including brackets, waste pipe and waste fitting 40 mm brass chromium plated and waste pipe complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repairs vitreous China squatting pan of “Orissa Pattern” of size 580 x 440mm coloured with integral footrest complete including making good floors complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair 10 ltr capacity PVC valveless, syphonic action type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair pillar tap fancy type chromium plated cast copper alloy with capston head long screwed shanks of 15mm bore complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair 15mm bore angle cock cast copper alloy chromium plated screwed down high pressure with crutch or butterfly handle complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair PVC connections 15mm size with PTMT nuts of length 450mmcomplete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) pipes 75mm bore single socketed , in any length with rubber ring joints , laid in trenches or in floors or fixed to wall with clamps complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) P trap110mm size complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 75mm PVC (SWR) floor trap , plain with grating including jointing with solvent complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) vent cowl 110mm bore complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) bend any radius 75mm dia complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) bends any radius 110mm dia complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair 20 mm bore Stop valves, cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) n exc 1.5 Sqm and removal from site complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 Sqm but n. exc 4 sqm and removal from site complete all as specified and directed by Engineer-in-Charge.

Supply and fixing Solid WPC coloured Door frame size 125mm X 65mm (Double Rebate ) made from 100% LEAD FREE (single extruded process) material with density 780 kg/Cbm and Manufactured by an ISO: 9001-2015 certified company, all as per specification drawings as directed by the Engineer-In-Charge. The door frame should be Water Proof , Termite Proof , Fire Retardent and having excellent screw holding capacity.

Supply and fixing Solid WPC coloured Door frame size 100mm X 65mm (Single Rebate ) made from 100% LEAD FREE (single extruded process) material with density 780 kg/Cbm and Manufactured by an ISO: 9001-2015 certified company, all as per specification drawings as directed by the Engineer-In-Charge. The door frame should be Water Proof , Termite Proof , Fire Retardent and having excellent screw holding capacity.

Material and labour for 30 mm thick coloured moulded WPC factory made 100% solid door (confirming as per IS : 4020) made from 100% lead free single extruded with 2,4 or 6 raised panel design on the front side with 10mm deep mould on single side with wood grain texture and back side plain with density not less than 600kh/cum.Manufactured by an ISO: 9001-2015 certified company.The door should be water proof,termite poof,fire retardent and having screw holding capacity complete all as specified and directed by Engineer-in-Charge.

Material and labour 30 mm thick Factory Made 100% Solid WPC ( Wood polymer Composite ) coloured laminated both side gauzed and skeleton Shutter of required size comprising of virgin PVC resin of K Value 57-60 ( Suspension Grade ),alcium Carbonate andnatural fibers ( Wood Powders/ rice husk/ wheat husk ) and Non toxic additives, made from Extrusion process WPC foam sheetSingle Extruded ( Inner ) with having minimum density not less than 650 kg/cbm manufactured and an ISO 9001 -2015 Certified Company, having good screw holding capacity ( Screw Withdrawal strength of 2000 N ( Face ) and 1100 N ( Edge ), Minimum Compissive of 50 N/mm2 Modulus of elasticity 850N/mm2and resistance of spread of flame of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant. Fixing stainless Steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws incl Aluminum Jali and Stainless wiremess as per required. complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 100mm long stainless steel butt hinges complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of stainless steel handles of size 150 mm long complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of 250 mm stainless steel sliding door bolt, with hasp, staple (bolt type) complete with clamps bolt not less than 16mm dia and fixing clips of sheet complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of stainless steel barrel tower bolts of 150mm long complete all as specified and directed by Engineer-in-Charge.

Material and labour for complete removal of wall existing treatment by mechanical dry wall sander machine (mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of 80 grit , application of waterproof cement based putty @0.40kg (undiluted) per sqm of avg thickness 1.0mm and applying two coats of oil bound distemper with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Material and labour for complete removal of ceiling existing treatment by mechanical dry wall sander machine (mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of 80 grit , application of waterproof cement based putty @0.40 kg (undiluted) per sqm of avg thickness 1.0mm and applying two coats of oil bound distemper with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surface of ceiling , application of waterproof cement based putty @0.40kg (undiluted) per sqm of avg thickness 1.0 mm and applying two coats of oil bound distemper with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of old painted steel surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surface of walls, application of waterproof cement based putty @0.40kg (undiluted) per sqm of avg thickness 1.0 mm and applying two coats of oil bound distemper with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of old wood surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surface of walls , application of waterproof cement based putty @0.40kg (undiluted) per sqm of avg thickness 1.0 mm and applying two coats of anti fungal weather proof grade exterior acrylic emulsion paint with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Material and labour for complete removal of walll existing treatment by mechanical dry wall sander machine (mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of 80 grit , application of waterproof cement based putty @0.40kg (undiluted) per sqm of avg thickness 1.0 mm and applying two coats of anti fungal weather proof grade exterior acrylic emulsion paint with mechanical spray machine complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair 32mm dia PVC fancy type drapery rod including taking out of old pelmet/bracket complete all as specified and directed by Engineer-in-Charge.

Supply and fixing fancy type powder coated mild steel elbows fixing at ends of drapery rod/curtain rod, power coated brackets fixed on wall with screwed complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 300mm mild steel, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repair frameless toughened glass swing door 12mm thick frosted as per approved design alongwith necessary arrangements for floor machine and door movement top arrangement, ss plate over floor machine, necessary 40mm SS pipe 300mm long handles in each panel, 5 lever mortice locks complete all as specified and directed by Engineer-in-Charge.

Material and labour for water proofing treatment of sunken floor of WCs, bathroom, etc by applying of the following specifications complete all as specified and directed by Engineer-in-Charge. (i) Cleaning of sunken floor surface with mechanical means i.e. wire brush/air blower etc. and remove all loose /unsound material, dirt, dust etc. (ii) Applying cement slurry mixed with acrylic based polymer moodified cementitous composite compound coating. First layer of cement slurry @ 0.488Kg/sqm mixed with acrylic based polymer moodified cementitous composite compound @0.253 Kg/ Sqm and allow it to air dry for 04 hours. Second layer of cement slurry @ 0.242 Kg/sqm mixed with acrylic based polymer moodified cementitous composite compound @0.126 Kg/ Sqm and allow it to air dry for 04 hours followed with water curing for 48 hours. (iii) 200 micron thick polythene film shall be pasted with help of adhesives over treatment. Note- Joints of WC/ Trap/ Soil waste shall be properly sealed with sealing compound. Testing of all traps and joint and sunken slab shall be done as per IS-1742 before filling and tiling work.

Supply and fixing in repairs,Vitreous china wash down water closet pan (Pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe, P or S trap,) complete all as specified and directed by Engineer-in-Charge.

Cutting chases, pinning in making good to facings where required and pointing in cement mortar 1:3 to ends of edges of landings, steps, cills etc., and cutting chases for concealed water tubing and making good complete all as specified and directed by Engineer-in-Charge.

Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge. Note : Design mix of the concrete shall be carried out by contractor from IIT/NIT/CTL/Govt apporved lab and will be submitted for GE approval before start of work. The rate quoted shall be inclusive of same.

Supply and fixing in repair double spring floor machine for aluminium/ toughened door upto 100kg capacity built of MS and having SS 304 cover plate, capable of holding the doors in 90 degree and 115 degree hold open position and close the door with reducing speed complete including the opening of door panel and refixing with adjustments, complete all as specified and directed by Engineer-in-Charge.

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

Dismantling plain or corrugated steel, AC sheeting, any gauge , thickness including nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge.

Supply and fixing prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 MPa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Supply and fixing prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 MPa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge.

Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge.

Repair to old existing rolling shutters and making serviceable / functioning,size of rolling shutter exc 10 Sqm each but n. exc 20 Sqm each as clear opening , manual/gear operative type , denting of various parts, cleaning of guide rails, laths, top cover by kerosene and proper greasing , oiling to make the system smooth/easy functional , including new nuts and bolts if required aas per site requirement and greasing of gear box if required of existing size by removing old/rusted/Bkn nuts and bolts , including necessary welding if required and taking down wherever required or directed also giving proper tension to the spring of nay size all as specified and directed by Engineer-in-charge. Note : If Hydra/JCB is required for repair the rolling shutter will be paid seperately under respective item .

Supply and fixing in repair gear box of standard size for rolling shutter with complete fitting/various parts of gear box, spring etc including painting all as specified and directed by Engineer-in-charge.

Hiring HYDRA to realgin and lift the heavy MS Door or sliding Door during repair work Note : (i) Time of HYDRA shall be commenced after reaching at site of work. (ii) HYDRA shall be deployed only for heavy MS Door/Sliding Door as directed by Engr-in-charge.

Supply and fixing in repair spring hinge of rolling shutter of Gde-0 600mm long all as specified and directed by Engineer-in-charge.

Supply and fixing in repair spring hinge of rolling shutter of Gde-0 450mm long all as specified and directed by Engineer-in-charge.

Supply and fixing in repair of MS pipe of existing dia (50/40 mm) to operate gear box complete including new hold fasts/ brackets for fixing in shaft all as specified and directed by Engineer-in-charge.

Supply and fixing in repair cover hood of 1mm thick MS sheet including 02 coat of synthetic enamel paint over a coat of Red oxide primer matching to existing finish all as specified and directed by Engineer-in-charge.

Supply and fixing in repair steel rolling shutters 1 mm thick sheet lath, with out ball bearing, as specified including top cover, and anchoring rod, hasp and staple and one shop coat of primer; erected in position as indi?cated, complete: push pull or manual type gear operated type with bevel gear box and crank handle complete all as specified and directed by Engr-in-Charge.

Supply for liquid water proofing compound for external surfaces 200ml for 50 Kg bag of cement complete all as specified and directed by Engineer-in-Charge.

NOTE:- Amount of credit of Rs. 51,117.50 for retrieved materials is mentioned in Schedule of Credit Page No 19 & 20 of tender documents in pdf form which will be deducted offline while acceptance of tender.

m/s parmod kamar (BID ID -3499188)