PETTY REPAIR OF B/R WORKS, WELCOME MAINT IN MD ACCN AND PERIODICAL SERVICES TO BLDGS, REPAIR TO PLASTER, FINS, FACIA AND TANK CLEANING AT AF STN KASAULI UNDER GE (AF) CHANDIGARH.

Amount

Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only, for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work.

Plain cement concrete ,25 mm thick (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregates as in sub base flooring finished even & rough to receive the bedding mortar in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 75 mm thick, (1:3:6), type C-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.

First quality glazed ceramic coloured tiles of 350x250x7 mm thick laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m,as in skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the premises, complete all as specified and directed by the Engineer in Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.18 Sq.m but not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles after roughening of surfaces by picking ,sweeping clean and washing down with water to remove dust etc in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.18 Sq.m but not exceeding 0.38 Sq.m, ,as in skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the premises, complete all as specified and directed by the Engineer in Charge. Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement.

Coloured chequered cement concrete tiles 300mm x 300mm x 25mm or 400 mm X400 X25 mm thick, factory made, ISI marked (IS 13801-1993), with grey cement & pigment, laid with neat cement slurry @ 3Kg/Sqm over & including 20mm thick screed bed of cement mortar (1:6), pointed in white cement with matching colour pigment in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment,complete all as specified and directed by Engineer-in- Charge.

Rendering 15 mm thick plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement, in and including taking down of cement plaster on brick or stone walls and concrete surfaces, raking out joints, hacking for key, scrubbing down with water etc. and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick plaster on surfaces other than fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement, in and including taking down of cement plaster on brick or stone walls and concrete surfaces, raking out joints, hacking for key, scrubbing down with water etc. and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.

Rendering 10 mm thick in cement mortar (1:3), as on concrete surfaces (such as top & bottom of chajjas, beams, balcony ceiling ,roof slab ceiling etc.) finished the surfcae even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Quoted rate shall be deemed to include for necessary scaffolding for building upto 8.00m high. (ii) No extra payment made to contractor for work in small patches as required at site/as directed. (iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor.

Preperation of newly plastered surfaces of walls and applying two coats of cement base paint ,complete all as specified and directed by Engineer-in-Charge.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper including priming over a coat of alkali resistant priming paint preparatory to distempering, complete all as specified and directed by Engineer-in-Charge.

Preparation of old plastered or unplastered surfaces of walls including cornices, brooming down or steel wire brushing, scraping down smoke soot, moulds, mooss and efflorescent salts and trading oil and greasy spots etc and applying one coat of white wash on old decorated surfaces, complete all as specified and directed by Engineer-in-Charge.

Preparation of old plastered or unplastered surfaces of ceilings including cornices, brooming down or steel wire brushing, scraping down smoke soot, moulds, mooss and efflorescent salts and trading oil and greasy spots etc and applying one coat of white wash on old decorated surfaces, complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of old surfaces of concrete by scrapping and preparation of old surfaces of wall and applying two coats of white washing on wall surfaces, complete all as specified and directed by Engineer-in-Charge.

Preperation of old surfaces of walls/ceiling including brooming down or steel wire brushing scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc; and rubbing down and stopping of surfaces using sand paper and applying one coat of oil bound distemper , complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of walls by wire brushes and stopping of surfaces and leveling/edging the disturbed surface/ edges using necessary filling compound of Birla/JK wall care putty to obtain smooth regular/even finish using sand paper and applying two coat of oil bound distemper over a coat of alkali resistant priming paint preparatory to distempering, complete all as specified and directed by Engineer-in-Charge.

Preparation of newly plastered /unplastered surfaces of walls and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489: 2004, alkali & fungal resistant, dirt resistant 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/ 10 sqm , complete all as specified and directed by Engineer-in-Charge. Note: Weather proof exterior emulsion paint and primer shall be of same manufacturer.

Complete removal of existing treatment of old surfaces of walls and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489: 2004, alkali & fungal resistant, dirt resistant exterior paint of required shade in camouflage pattern as approved by GE with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces , complete all as specified and directed by Engineer-in-Charge. Note : Weather proof exterior emulsion paint and primer shall be of same manufacturer.

Preparation of old painted wooden surfaces over 10cm width or grith not otherwise described and applying one coat synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge

Preparation of old painted wooden surfaces not exceeding 10cm width or grith when unconnected with other paintingopr when paited with different tint and applying one coat synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge

Preparation of old painted steel or Iron surfaces over 10cm width or grith not otherwise described and applying one coat synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge.

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

Writing letters or figures (Block, Roman, Italic or indian) n. exc. 30cm high, painted with thick paint so that they stand out boldly and solidly without showing signs of brush marks; if necessary, they shall be repainted until the desired result is obtained , complete all as specified and directed by Engineer-in-Charge.

Taking down shutters of any description exceeding 1.00 Sq. m but not exceeding 2.00 sqm each and Easing, Adjusting, replacing of builders hardware and screws including welding/cutting/chesing as required and refixing in same opening , complete all as specified and as directed by the Engineer-in-Charge.

Easing, Adjusting, Greasing of sliding rolling shutter of height not exceeding than 4.00mtr including minor repair/welding etc to sliding door leaf for noiseless smooth operation (area of door leaf n.exc. 10sq.m. and height not exceeding 4m, complete all as specified and as directed by the Engineer-in-Charge.

Taking down Chowkhats/Frames with shutters without taking off shutter from the frame of any description not exceeding 1.50 Sq. m each, cutting holes for taking out holdfasts and making good the disturbed surface in CM 1:3 or in PCC 1:2:4 type B-1 after inserting new holdfasts & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, , cutting holes for taking out holdfasts and making good the disturbed surface in CM 1:3 or in PCC 1:2:4 type B-1 after inserting new holdfasts & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Factory made PVC solid door frame of size 50 mm x 47 mm with wall thickness of 5 mm made out of 5 mm thick plain colour PVC sheet cut at corner and jointed with 02 Nos., 150 mm long brackets of size 15 mm x 15 mm mild steel square tubes 19 gauge including vertical door profiles reinforced with 19 mm x 19 mm steel square tube of 19 gauge (EPDM) rubber gasket weather seal provided throughout the frame and fixed to wall with 65/100 mm long mild steel screws through the frame by using PVC fasteners (minimum of 04 Nos. of screws to be provided for each vertical member & minimum 02 Nos. for horizontal member) fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 180 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.

Factory made solid panel PVC door shutters 30 mm thick (style) consisting of frame made out of MS tube for top and bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for style and plain colour PVC sheets for top rail, lock rail and bottom rail on either sides & as gap insert for top- rail and bottom rails. Paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 176 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.

Pressed steel frames of size 125 x 60 mm, made out of 1.25mm thick sheet for doors with one or more rebates including necessary fixing lugs, hinges (mild steel butt hinges medium weight, cold rolled, 100 mm, ISI marked), lock strike plate, etc., with and including back filling PCC (1:3:6), type C-0,complete all as specified and directed by the Engineer in Charge. Note :Cost of filling hollow of frame with plain cement concrete shall be included in the quoted rate and nothing extra shall be admissible on this account .

Factory made 35 mm thick (Batten thickness) 2nd class hard wood plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated and detapering from 5 mm to 10 mm around the panel on one side fitted to chowkat, complete all as specified and directed by the Engineer in Charge.

35 mm thick factory made Flush shutters ,solid core construction with block board core and plywood face panels commercial type on both sides, duly provided with 6mm thick Teakwood leeping on edges alround, fitted to chowkats, , complete all as specified and as directed by Engineer-in- Charge.

35 mm thick (Batten thickness) First class hard wood Glazed and skeleton shutters, open rebated and prepared to receive wire cloth, glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, wire cloth etc., sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats,complete all as specified and directed by the Engineer in Charge.

Butt hinges 100 mm size, medium weight, cold rolled mild steel, and fixed ISI marked, complete all as specified and directed by the Engineer in Charge.

Butt hinges 75 mm size, medium weight, cold rolled mild steel, and fixed ISI marked, complete all as specified and directed by the Engineer in Charge.

Barrel tower bolts 150 mm long size (length of bolt), aluminum anodized of extruded section and fixed ISI marked, complete all as specified and directed by Engineer-in-Charge (Make: Crown or Equivalent)

Extruded aluminium alloy handles of size 150 mm, fabricated type anodized (ISI Marked) ,complete all as specified and directed by Engineer-in- Charge.

Aluminum alloy, anodized, sliding door bolt with hasp staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts, four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.

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

Mortice Lock, vertical type, size 100mm mild steel two levers fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.

Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.00mm and fixed with tinned tacks, or galvanised wire staples or fixed to wooden bead , complete all as specified and directed by Engineer-in-Charge.

Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.00mm and fixed with tinned tacks, or galvanised wire staples or fixed to wooden bead fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Sheet glass 4 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane in and including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Sheet glass 4 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane ,complete all as specified and directed by Engineer-in- Charge.

Figured glass 4 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane in and including Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge.

Towel rail 600 mm long (between flanges) , 20 mm dia, ‘D’ type, aluminium anodised, fixed to walls with screws and plastic cleats fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Harrison rails, Mild Steel, Chromium plated with fixing brackets, stops, rollers etc. fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

Welding in repair exc 2.5 cm but n exc 5.00 cm in length thickness of metal to be welded n.exc 6mm, including cleaning, preparing the surfaces and holding the member in true position for maintenance of steel items such as gates, grills, doors window etc. ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge. Notes: (i) Servicable steel water tubing retrived from taking down of this item shall be used under item No.52 below after proper cleaning and washing of old GI tube . Nothing extra payment will be paid on this account . (ii) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Re-fixing of servicable steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down servicable steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge. Notes: (i) Servicable steel water tubing retrived from taking down of No.51 above and this item shall be used under this item after proper cleaning and washing of old GI tube .Nothing extra payment will be paid on this account . (ii) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and including taking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge. Notes: (i) Servicable steel water tubing retrived from taking down of this item shall be used under item No.54 below after proper cleaning and washing of old GI tube . Nothing extra payment will be paid on this account . (ii) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Re-fixing of servicable steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down servicable steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge. Notes: (i) Servicable steel water tubing retrived from taking down of No.53 above and this item shall be used under this item after proper cleaning and washing of old GI tube .Nothing extra payment will be paid on this account . (ii) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.

Cutting existing steel tubing & screwing existing tubing 15 mm bore and repair in position without taking down required for alteration and additions, complete all as specified and directed by Engineer-in- Charge.

Cutting existing steel tubing & screwing existing tubing 20 mm bore and repair in position without taking down required for alteration and additions, complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball brass valve of 20 mm bore,high pressure,with polythene float and fly nut in and including dismantling PVC water tanks exc 251 ltr but n. exc 500 ltr capacity by disconnecting existing water connection and removal from site ,complete all as specified and directed by Engineer-in- Charge.

Ball valve high pressure of PTMT with epoxy coated aluminium door and highdensity plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 15mm-142 gms and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Stop valve, 15 mm bore chromium plated cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Bib taps ,15 mm bore cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.

Pillar tap ,15 mm bore pipe, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

Wash basins ,vitreous china, white,flat back type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand including waste pipe, Waste coupling of PTMT (half or full threaded) 32mm dia inluding new brackets fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

Vitreous China squating pan, 'Orissa' pattern, size 580x440mm white, with integral foot rests, including 100mm cast iron 'P' or 'S' trap and 100mm cast iron sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Note :- Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground

Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including plastic seat cover white and mild steel chromium plated aluminium hinging devices, connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge. Note :- Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground

PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and PVC flush pipe 32 mm dia with bend and a pair of mild steel angle iron brackets of suitable size including making necessary connection to water supply pipe line and WC fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

PVC connections 15mm size with PTMT, non corrosive, nuts & washers on both ends of length 450 mm fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

PVC connections 15mm size with PTMT, non corrosive, nuts & washers on both ends of length 600 mm fixed as in repair , complete all as specified and directed by the Engineer in -Charge.

PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement fixed as in repair , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) floor trap plain 75mm with grating including jointing with solvent cement to waste pipe as per site requirement fixed as in repair , complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) branch pieces, single (Single Y) equal or unequal, 75 mm bore fixed as in repair , complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks of capacity exceeding 250ltrs but n. exceeding 500ltrs, draining out of water, setting a side( or lowering if required) for repair/cleaning and removing accumulated sluge/dirt scales from tank bottom, side and from mouths of circulating pipes of service tanks located on roof of building and disinfecting the tank using bleaching powder to make the tank bacteria free, writing by stencil date of cleaning of tank with white synthetic enemel paint on black ground "Cleaned on (date)" height of words100mm, and hoisting if required, refixing and reconnecting in position after cleaning ,complete all as specified and directed by Engineer-in- Charge.

Disconnecting existing tanks of capacity exceeding 501ltrs but n. exceeding 1000ltrs, draining out of water, setting a side( or lowering if required) for repair/cleaning and removing accumulated sluge/dirt scales from tank bottom, side and from mouths of circulating pipes of service tanks located on roof of building and disinfecting the tank using bleaching powder to make the tank bacteria free, writing by stencil date of cleaning of tank with white synthetic enemel paint on black ground "Cleaned on (date)" height of words100mm, and hoisting if required, refixing and reconnecting in position after cleaning and removal of rubbbish outside MOD land,complete all as specified and directed by Engineer-in- Charge.

Rolled mild steel sections as in posts, main and cross beams, hip and jack rafters, purlins; where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe.290.Gde-E-165 in and including of dismantling wrought iron or mild steel work of any description not otherwise provided for, removal to store or sold to contractor, complete all as specified and directed by Engineer-in- Charge.

Pre-colour coated high tensile strength galvalume corrugated sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screws as specified, in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Pre-colour coated high tensile strength galvalume plain sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screws as specified, in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Galvanised, corrugated mild steel sheeting 0.63 mm thick with two corrugations side lap, fixed with coach screws and washers, in roofs, walls, etc.with grade of zinc coating-275, in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Galvanised, corrugated mild steel sheeting 0.80 mm thick with two corrugations side lap, fixed with coach screws and washers, in roofs, walls, etc.with grade of zinc coating-275 , in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Fibre Glass Reinforced translucent corrugated sheeting 2 mm thick with two corrugations side lap fixed with L-type or J-type or cranked hook bolts in lieu of scew in roof, wall, etc., in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Plain, Galvanised, mild steel sheeting 0.80 mm thick in ridges, hips, valley gutters, drip and straight flashings (length and girth are fixed with grade of zinc coating-275, in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

E' Board Classic of size 600mmx600mmx6mm thick ' as in false ceiling including supply and fixing GI "Tee" grid frame work made of special section of M.S galvanized sheet of 0.30mm thick, bottom portion painted with cellular nitro painting, warping the suspending wire around the existing wooden/steel purlin/rafter for suspending grid frame work of size 605mmx605mm suspended with 4mm dia GI wire @ 1200mm c/c on main Tee and fixed to T-grid with the help of level clip or as per manufacturer direction. The section consisting of main Tee 37mmx24mmx0.60mm, cross runner tee 37mmx24mmx0.60mm and perimeter angle of 24mmx24mmx0.50mm thick. Perimeter angle to be fixed to wall with GI screw of 40mm long @ 450mm c/c along the perimeter of wall including applying two coats of distemper oil emulsion in and including dismantling of existing old unservicable board including acessories , removal to store or sold to contractor, complete all as specified and directed by Engineer-in-Charge.

Cutting or Uprooting grass on old mud phuska, removing rubbish off the premises, cleaning surface and preparing to receive new mud plaster making good disturbed portion and filling holes in cement mortar (1:3) to match with the existing surface, complete all as specified and directed by Engineer-in- Charge.

Use & waste of form work to chullah hoods,chajjas, troughs and similar items including edges,with rough finished surfaces of concrete flat surface, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete (1:1.5:3) type B-0 using 12.5mm graded mechanically crushed stone aggregates as in chajja, roof projection in and including demolition of loose reinforced concrete of any description and in any position not otherwise specifically provided for and preparation of surface by application of derusting chemical such as Dr Fixit Rust Remover or equivalent and welding additional reinforcement by inserting to adequate depth in beam by drilling, priming reinforcement bar old/new, removal of all the debris out of MoD land & stacking of scrap iron, for credit complete all as specified and directed by Engineer-in-Charge. Notes : (i) Quoted rate shall be deemed to include for necessary scaffolding required for upto a height of 10 mtrs for triple storey building. (ii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. (iii) Reinforcement will be measured and paid seperately.

Plain cement concrete (1:5:10), type E-2, using 40mm graded mechanically crushed stone aggregates as in sunken portions, in and including demolition of unreinforced cement concrete of any description in any position and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.

Water Proofing Treatment to sunken portion of WCs, bathroom etc, complete all as specified and directed, comprising as under- (a) Applying neat cement slurry @1.3 Kg/Sqm on surface, including wire brushing cleaning washing and preparing roof surfaces & sides of walls. (b) 15mm thick plaster in cement sand mortar (1:3) mixed with integral water proofing compound @ 2% by weight of cement on floor and wall, finishing the surfaces even and smooth without using extra cement, the surface shall then be cured and allowed to dry. (c) First layer of slurry of cement @0.488 Kg/Sqm mixed with acrylic based polymer modified cementitious composite compound @0.253 Kg/Sqm. This layer shall be allowed to air cure for 4 hours. (d) Second layer of slurry of cement @0.242 Kg/Sqm mixed with acrylic based polymer modified cementitious composite compound @0.126 Kg/Sqm. This layer shall be allowed to air cure for 4 hours followed with water curing for 48 hrs.

Steel water tubing, 40 mm bore medium grade ISI Marked , galvanized as in Spout for sunken floor, fixed as in wall with inside end fixed with wire netting and external end bevelled edge at 45 degree, complete all as specified and directed by Engineer-in-Charge.

Note :Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.

Vinod Kumar Aggarwal (BID ID -3136512)

Sagar Builders (BID ID -3127208)