GE/U(N)-34/2020-21 REPAIR TO SUNKEN TREATMENT SHAFTS ROOF TREATMENT ROOFING SANATARY FITTINGS INTERNAL WATER SUPPLY FOR CERTAIN OTM AND MD ACCN OF KRIMCHI AREA UNDER AGE B/R-II OF GE (NORTH) UDHAMPUR

Amount

Taking down cement or cement lime plaster, 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 directed by Engineer-in-Charge.

Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches,pillars,etc,but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.

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

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided and removing the demolished material from the site to a distance n. exc 500M and depositing where directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided and removing the demolished material from side, complete all as specified and directed by Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including Cement Mortar bedding(but not backing), complete all as specified and directed by Engineer-in-Charge.

Dismantling wall and ceiling boards, fibre pulp insulation etc) or insulation boards/slabs/blankets, any thickness, including cover fillets,all as specified.

Taking up or down steel tubing and connections, including cleaning for refixing or removal to store 15mm & 20 mm dia.

Dismantling asbestos cement (corrugated, semicorrugated, etc) sheets in roof coverings.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-in-Charge.

Dismantling cast iron work of any description etc complete all as specified and directed by Engineer-in-Charge.

Taking down Chowkats or frames with shutters (without taking off shutters from the frame) not exc 1.50sqm each and removing from site complete all as specified and directed by Engineer-in-Charge.

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

Dismantling of AC/PVC pipe with all fittings and fixing acessories, any dia and any location complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from metal frames including punching or drilling out old glazing pins/spring clips, complete all as specified and as directed by Engineer-in-Charge.

Brick work with subclass ‘B’ old size burnt 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..

Brick work using old size bricks (EXCEPT BRICKS) straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:6), complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class ‘B’ bricks (old size), straight or curved on plan to any radius in half brick thick walls built in CM 1:4, complete all as specified and directed by Engineer-in-Charge.

Broken stone or boulders hardcore of gauge exc. 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

Precast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cover slabs ( for manholes etc). and similar articles with plain faces, set in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge. NOTE:-Reinforced measured and paid separataly in respective item.

Reinforced cement concrete 1: 2 : 4 type B-1 using 20mm graded crushed stone aggregate as in chajjas complete all as specified and directed by Engineer-in-Charge.

Cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

PCC (1:3:6) type C-0 using 12.5mm graded crushed stone aggregate for filling in the pressed steel door/hold fast, complete all as specified and directed by Engineer-in-Charge.

S&F 4 mm thick sheet glass ordinary quality and glazing with oil putty or wooden beads in squares not exceeding 0.50 Sqm in each pane complete all as specified.

S&F4 mm thick figured glass, pin head type and glazing with oil putty in squares in exc 0.5 sq.m in each pane

S&F Factory made solid pannel PVC door shutter 30 mm thick ( style) consisting of frame made out of M S tubes for top and bottom rails. M S 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 stiles and plain colour PVC sheet for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail ; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the stiles and rails with suitable PVC sheet beading, and jointed together with solvent cement , supplying and fixing in the frame at site as per specification and drawing , complete all as specified in SSR and as directed.

Solid PVC Door frame of size 50mmx47mm made out of 5mm plain color PVC sheet reinforced with MS Square tube, supply and fixing in opening as per specification and drawings and incluiding making good disturbed surfaces complete all as specified and directed.

35mm thick factory made plain framed, panelled shutter (two panel), 2nd class hard wood rail and style with lock rail and panel of 9 mm B.W.P commercial ply or 12mm veneered particle board with commercial veneering on both faces. The size of rail and style as per IS-1003,(Part-I), kiln seasoned and chemically pressure treated, complete all as specified and directed by Engineer In Charge.

All as per Serial Item 28 here-in-before but without interlocking rail and with one panel only ditto, complete all as specified and directed by Engineer-in-Charge.

125 mm Extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and directed by Engr-in-Charge.

Aluminium alloy, anodized, sliding door bolts with hasp staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded sections or cast aluminium, 300 mm long and dia of rod not less than 16 mm, ISI marked, complete all as specified and directed by Engineer-in-Charge.

150 mm size aluminium handles cast type anodised, complete all as specified and directed by Engineer-in-Charge.

150mm long aluminium anodised, barrel tower bolts extruded section, complete all as specified and directed by Engineer-in-Charge.

Mild steel barrel tower bolts, stove enamelled black with 100 mm long bright bolt, complete all as specified and directed by Engineer-in-Charge.

Mild steel cold rolled butt hinges medium weight 100 mm long fixed to pressed steel/angle iron frames by welding, complete all as specified and directed by Engineer-in-Charge.

Steel windows with side hung shutters including box type hinges, steel handle, mild steel ISI marked tower bolt 100 mm size (minimum 2 for each shutter), and steel peg stay, complete with glazing bars, dovetailed or welded with one shop coat of zinc chromate primer, complete all as specified.

Steel windows with side hung shutters including box type hinges, steel handle, mild steel ISI marked tower bolt 100 mm size (minimum 2 for each shutter), and steel peg stay, complete without glazing bars, dovetailed or welded with one shop coat of zinc chromate primer, complete all as specified.

Pressed steel frames, conforming to IS, having profile 105 mm x 60 mm for doors with one or more rebates made out of 1.25 mm thick mild steel sheet, including necessary fixing lugs, butt hinges, lock strike plate, etc., complete, as specified, supplied and fixed with one shop coat of zinc chromate primer, complete all as specified and directed by Engineer-in-Charge.

Pressed steel frames, conforming to IS, having profile 125 mm x 60 mm for doors with one or more rebates made out of 1.25 mm thick mild steel sheet, including necessary fixing lugs, butt hinges, lock strike plate, etc., complete, as specified, supplied and fixed with one shop coat of zinc chromate primer, complete all as specified and directed by Engineer-in-Charge.

Mild steel TMT bars 6 to 8mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips, complete all as specified and directed by the Engineer-in-Charge.

M&L 6mm thick non asbestos cement corrugated or semi corrugated sheets in roof, walls etc fixed with 'L' type or 'J' type hoks or cranked hook bolts complete all as specified.

All as per item No 43 but except sheet

Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated)

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.

S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

M&L 2mm thk Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L- type or J-type or cranked hook bolts in leiu of screws in roof, wall etc all as spd & dir.

6mm thick non asbestos cement two pieces adjustable plain wing ridge for corrugated or semi corrugated sheets fixed with 'L' type or 'J' type or cranked hook bolts complete all as directed.

Mild steel conforming to Fe-290 Gde E-165 Framed work such as grills, grating etc. with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters,walk ways, railings and similar work including dismantling of existing steel, complete all as specified and directed by Engineer-in-Charge.

Stainless steel wire cloth,0.56mm nominal dia of wire and average width of aperture 1.40mm and fixed with Stainless steel wire staples fixed in repair, complete all as specified and directed by Engineer-in-Charge.

M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection even and smooth without using extra cement complete all as specified.

25 mm thick, cement concrete type B-0, 1:2:4 using 12.5 mm graded crushed stone aggregate, finished even and rough as in floors to received tiles, complete all as specified and directed by Engineer-in-Charge.

Non skid ceramic coloured tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles with and including laying of 15 mm thick screed bed or bedding layer in CM 1:6 , complete all as specified and directed by Engr-In-Charge

Glazed ceramic tiles size 300 mm x 200 mm x 7to8mm thick on vertical surfaces such as skirting /dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces as backing coat complete all as specified and directed by Engineer-in-Charge.

Glazed ceramic tiles size 450 mm x 300 mm x 7to8mm thick on vertical surfaces such as skirting /dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces as backing coat complete all as specified and directed by Engineer-in-Charge.

15mm thick rendering on fair faces of brick work or concrete surface in CM 1:6 finished even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar (1:4), including integral WPC by wt of cement as per manufacturer instruction (NOTE : Supply only WPC will be measured and paid for separately), complete all as specified and directed by Engr-in-charge.

Rendering 5 mm thick on fair faces of concrete surfaces on ceiling,roof projection,chajja in cement mortar (1:3) finished even and smooth , complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of old RCC /concrete surface and applying a coat of (two components solvent free) epoxy bonding agent using brush after cleaning of surface from all dust or laitance all as per manufacturer instructions and as directed by Engr-In-Charge. Make :Sika Sikadur 32LP/Fosroc Nitobond EP/ equivalent in BASF. Note : The new concrete surface shall be placed within the open time as specified the manufactural to ensure maximum bonding

Providing and applying ready to use single component high strength polymer modified cementious repair mortar 25 mm thick with water / powder ratio as specified by manufacturer so as to achieve the following parameters:- . 28 days Compressive Strength >=50N/mm2 Flexural strength at 28 days >= 5 N/mm2 Make :- Sikatop 122HS/Fosroc Nito mortars /or equivalent in BASF

Note for item No 59 to 60 :- The rate quoted under the items shall include for the following :- (a) Work shall be executed only through authorised applicator of the manufacturer. (b) All scaffolding work and safety measures such as provision of props and supports shall be of steel and extent of the provision shall be to the entire satisfaction of GE. (c) Mode of measurement for item No 59 and 60 : For the purpose of the measurement of these items the surface area of the patch of the concrete considered for repair shall be taken. (d) Site for application is at various locations and height varies up to 15 M. The rate quted shall be deemed to be inclusive of this factor and nothing extra is admisible on the account. Notes for only item No 60 : (i)Testing of cube strength of polymer modified cementious mortar shall be independently carried out as per manufacturer instructions and record shall be maintained. (ii) After obtaining approval of the make of the products the contractor shall give a letter from the manufacturer regarding the details of the agency and the name of person to be deployed for carrying out repair & supervision of the work. (iii) The T&P shall be strictly as per manufacturer instructions.

(iv) Necessary jacks shall be erected to support various floors before exposing columns/beams for repair & it shall also be ensured that no damage is made to the existing structure during the repair process & all safely norms shall be followed. (v) Contractor shall furnish a written gaurantee for structural repairs carried out under the above Srl items No 33 to 34 for a period of five years. An amount to a tune of 5% of total amount quoted against item No - 59 to 60 (structural repair work) or Rs. 5,000.00 which ever is more shall be held back from the contractor's payment as security deposit against the guarantee period of 5 yearss from the certified date of completion which shall be refunded to him after expiry of this period. Alternatively contractor may give interest bearing deposit in favour of GE for five year for the sum above which will be refund back after succesful completion of gaurantee period. (vi) Close vigil & promptness on the progress & joint measurement has to be ensured & photographic evidence in soft copy for complete repair process for each structural member shall be taken & handed over to GE for record.

Treatment of sunken floor surfaces with 0.488 kg/Sqm first layer of slurry of cement mixed with acrylic based polymer modified cementitious composite compound @0.253 Kg/Sqm. This layer shall be allowed to be cured for 4 hours and then applying in second layer slurry of cement @ 0.242 Kg /Sqm mixed with acrylic based polymer based modified cementitiousc omposite compound @0.126 Kg/Sqm. This layer shall be allowed to be cured for 4 hours incl fixing of 32 mm dia GI spout pipe 450mm longcomplete all as spd & dir

Rendering 15 mm thick on fair faces of concrete surfaces, finished even and smooth (without using extra cement) in cement mortar (1:4) for roof treatment , complete all as specified and directed by Engr-in-charge.

Preparing RCC roof slab top by wire brushing and cleaning the dust and forign material etc complete and applying a coat of hot blown bitumen 85/25 grade @ 1.2 Kg per Sqm over coat of bitumen primer @ 0.40 Ltrs/Sqm and there after laying of a layer of APP based polymenic membrane (five layered with centre core as 100microns, high molecular high density ployethlene film) minimum weighing 3 Kg/Sqm and reinforced with polyster non woen fabricd (wt not less than 150 gms/Sqm laid on bituminous surface by press application method with 75 mm side ov erlap and 100mm end overlap the membrane has to be laid with LPG torch application and overlaps sealed and finished neat, after taqht applying one coat of bitumen, 85/25 grade on top surface @ @ 1.20 kg/Sqm and blinded with premier dry sand @ 0.5 kg/Sqm dusted over bitumen coat, complete all as specified and as directed. Note :- Water proofing treatment will be done by manufacturer of APP membrane or through their authorised specialized agency which will further have to give a five years warranty for rectification of any defect if incurred at a later stage, otherwise no payment shall be made to the contractor if water proofing treatment is executed by engaging local labour.

25cmx25cmx20mm Thick Cement Concrete tiles with grey cement and no pigment , machine pressed, set jointed and pointed in neat cement slurry in floors, terece over and including 20mm thick bedding layer in CM 1:4. complete all as specified and directed by Engr-in-charge.

Apply two coats of Aluminium paint on roof surface,complete all as specified and directed by Engr-in-charge.

M & L two coat of Oil bound distemper including a coat of primer including preparation of newly plastered surfaces of wall.

M & L two coat of cement base paint including preparation of newly plastered surfaces of wall.

Preparation of new wooden or untreated wood surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and directed by Engineer In Charge

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 priprimed, complete all as specified and directed by Engineer-in-Charge.

Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including replacement of 'P' or 'S' CI trap front or back excluding flushing cistern & flush pipe and lime concrete bedding and making good existing floor fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Vitreous china European,Wash down water closet pan (Pedestal pattern), including Seat and cover but with recessed bottom excluding flushing cistern & flush pipe and lime concrete bedding and making good existing floor fixed in repair, complete all as specified and directed by Engineer-in-Charge.

10 ltrs PVC flushing cistern low level (white) with inlet, ball valve float and handle including PVC Connection and 32mm dia PVC long bend for squar pattern etc. set with concrete and making good to floor fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Plastic water closet seat, white/black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Vitreous china wash hand basin white, flat back of size 550mmx400mm including waste chain and plug and porcelain stopper but including brackets CP Waste coupling,15mm x450mm long PVC connection, 32 mm dia PVC waste pipeand all waste fitting etc fixed in repair , complete all as specified and directed by Engineer-in-Charge.

20mm dia CP tubular towel rail 60 cm long incl bracket fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Grating square 150 mm size of PTMT (Minimum weight 100gms fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Cast copper alloy,chromium plated hand shower (health faucer) with 8mm dia, 1.0 meter long flexible tube and wall hook, fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Stack clamps made out of 50mm by 5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 100/110mm bore pipe fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Stack clamps made out of 50mm by 5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75mm bore pipe fixed in repair, complete all as specified and directed by Engineer-in-Charge.

75mm bore cast iron sand cast soil waste and vent pipe in any length with or without ears with cement joint fixed to walls with mild steel Clamp including takind down of existing pipe complete all as specified and directed by Engineer-in-Charge.

100mm bore cast iron sand cast soil waste and vent pipe in any length with or without ears with cement joint fixed to walls with mild steel Clamp including takind down of existing pipe complete all as specified and directed by Engineer-in-Charge.

100mm bore cast iron branch pieces, single, (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches suitable for cast iron soil waste discharge pipe fixed in repair, complete all as specified and directed by Engineer-in-Charge.

75mm bore cast iron branch pieces, single, (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches suitable for cast iron soil waste discharge pipe fixed in repair, complete all as specified and directed by Engineer-in-Charge.

100mm bore cast iron bend (any radius) with duck's foot or heel rest fixed in repair, complete all as specified and directed by Engineer-in-Charge.

75mm bore cast iron bend (any radius) with duck's foot or heel rest fixed in repair, complete all as specified and directed by Engineer-in-Charge.

100mm bore cast iron diminishing pieces/junction plain any radius fixed as reducer, suitable for CI spun pipes fixed in repair, complete all as specified and directed by Engineer-in-Charge.

75mm bore cast iron diminishing pieces/junction plain any radius fixed as reducer, suitable for CI spun pipes fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Vitreous china urinal, half stall type,white with grating and union for discharge pipe (excluding flushing cistren, flush pipe and waste pipe) including CP Waste coupling, complete 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 fixed in repair, complete all as specified and directed by Engineer-in-Charge,

Urinals spreader of PTMT any colour for fixing with 15mm dia pipe (minium weight 60gms) fixed in repair, complete all as specified and directed by Engineer-in-Charge

110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed by Engineer-in-Charge.

110mm bore PVC (SWR) bends/shoe any radius fixed in repair complete all as specified and directed by Engineer-in-Charge.

75mm cast iron floor trap with grating including jointing to waste pipe fixed in cement concrete type B-1 1:2:4 of size 200mm x200mmx250mm, fixed in repair , complete all as specified and directed by Engineer-in-Charge.

150 x 150mm size salt glazed stoneware gully traps, square or round mouthed type ‘P’ , fixed in repair , complete all as specified and directed by Engineer-in-Charge.

100mm bore cast iron traps P or S fixed in repair , complete all as specified and directed by Engineer-in-Charge.

300x300mm corner glass shelf with Chromium plated brackets fixed in repair , complete all as specified and directed by Engineer-in-Charge.

Bib taps, brass, chromium plated, fancy type,with butterfly handle screwed down for iron pipe or for brass ferrule and fixed for bore of pipe 15mm fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Angle valve/stop valve, brass, chromium plated, fancy type, with capstan head handle screwed down high pressure, including CP brass wall flanges; screwed for 15mm bore pipe connection fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Float valve 20 mm PTMT high pressure incl epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed in repair, complete all as specified and directed by Engineer-in-Charge.

WHB/Pillar mixture with hot and cold provision chromium plated 15mm bore fancy type fixed in repair, complete all as specified and directed by Engineer-in-Charge.

S&F non asbestos fibre Cement board ceiling 4mm, thick in 600x600mm panel (Make-everest) designed ceiling conforming to IS-14862 type B category three incl snapgrid frame work, hold fast, suspenders , complete all as specified and directed by Engineer-in-Charge.

S&F Steel water tubing medium grade galvanised with all fitting and fixed complete to wall and ceiling or laid in floors of 15mm bore , complete all as specified and directed by Engineer-in-Charge.

Description all as per item 104 above but of 20 mm bore, complete all as specified and directed by Engineer-in-Charge.

Fixing only steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings( such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.) of nominal bore dia15 mm, complete all as specified and directed by Engineer-in-Charge.

Description all as per item 106 above but of 20 mm bore , complete all as specified and directed by Engineer-in-Charge.

S&F Rotational moulded PVC water tanks of Cap 1000 Ltrs cylindrical verticle with closed top hoisted and fixed in position all as spd in SSR Part incl fixing of 20mm PTMT float valve medium grade dismanteling of existing unserviceable water tanks and removal from site, complete all as specified and directed by Engineer-in-Charge.

S&F Rotational moulded PVC water tanks of Cap 500 Ltrs cylindrical verticle with closed top hoisted and fixed in position all as spd in SSR Part incl fixing of 20mm PTMT float valve medium grade & dismanteling of existing unserviceable water tanks and removal from site, complete all as specified and directed by Engineer-in-Charge.

S&F brass chromium plated shower rose 125mm dia, complete all as specified and directed by Engineer-in-Charge.

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