CA NO GE(N)AMB-50/2022-23 SPECIAL REPAIR TO BUILDING NO P-433/2,4, P-434/2,4 AND P-437/1 TO 4 (JCOS MD ACCN) AT BANA SINGH LINE AND BUILDING NO. P-121 (WASHROOM AND TOILET) AT HAIG LINE UNDER AGE B/R-II (N) AT AMBALA CANTT

Amount

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

M & L for providing and injecting chemical emulsion for post constructionl anti termite treatment using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 concentrate along the external wall of building below concrete or masonry apron using chemical emulsion @ 2.25 litre per linear metre including drilling 12mm dia holes @ 300 mm apart and plugging holes with cement mortar 1:2 (1 Cement 2 Coarse sand) in apron complete all as specified and as directed by the Engineer-in-Charge.

M & L for providing and injecting chemical emulsion for post construction anti termite treatment using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 of soil under existing floors using chemical emulsion @ 1 Litre per hole 300mm apart including drilling 12mm dia holes @ 300 mm apart and plugging holes with cement mortar 1:2 (1 Cement & 2 Coarse sand) to match the existing floor and making good the disturbed sufaces to match with the existing surface complete all as specified and as directed by the Engineer-in-Charge.

M & L for providing and injecting chemical emulsion for post constructional anti termite treatment at points of contact of wood work by using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 emulsion in oil or kerosene based solution @ 0.5 litre per hole by drilling 6mm dia holes at a downward angle of 45 degree @ 150mm centre to centre and sealing the same and making good the disturbed sufaces to match with the existing surface complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position including any type of sunken treatment , roof treatment, PCC padding, lime concrete etc. complete all as specified and directed by Engr-in- charge.

M & L cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 complete all as specified and as directed by the Engineer-in-Charge.

M & L cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight) complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for cleaning the roof surfaces with wire bush and watering for removale of loose particals, dust etc complete all as specified and as directed by the Engineer-in-Charge

M & L providing PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in padding over RCC roof including form work where ever required complete all as specified and as directed by the Engineer-in-Charge.

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

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

M & L precast PCC 1:2:4 type B0 factory made tiles, machine pressed,ISI marked, of size 250mm x 250mm x 22mm using grey cement and no pigment laid over and including 15mm thick cement mortar (1:3) screed bed and joints grouted flush in CM 1:3 using intregral liquid WPC over roof surface complete all as specified and as directed by the Engineer-in-Charge.

M & L providing PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in roof kerbs, fillets at junctions between roof and parapet walls , coping rounded or chamfered including form work where ever required complete all as specified and as directed by the Engineer-in-Charge.

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

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

M&L brick work with sub class 'B' old size bricks straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L PCC 1:5:10 type E-2, using 40 mm graded crushed stone aggregate as in filling in sunken floor, rounded or chamfered on edges complete all as specified.as directed by the Engineer-in-Charge.

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

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

M&L providing sunken floor water proofing treatment comprising of the following :- (a) Scrapping the surface with wire brush and cleaning with water and allow to dry. (b) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm (c) Providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt using butane gas torch and ceiling all joints. (d) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm.

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

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

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

M&L Non Skid coloured ceramic tiles joint free premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L Non Skid coloured ceramic tiles joint free premium/1st quality of same description as of floor tiles in serial item No 24 above but 100mm to 200mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

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

Dismantling stone slab of any description or thickness laid, bedded and pointed in any motar in floors etc complete all as specified and as directed by the Engineer-in-Charge.

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

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

M & L machine cut kota stone slab flooring 18 to 22 mm thick of size not less than 550mm x 550mm in floor/landing/treads of stairs, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L machine cut kota stone slab flooring 18 to 22 mm thick ( kota stone shall be cut from size not less than 550mm x 550mm) in skirting , set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M & L machine cut green marble stone slab flooring 18 to 22 mm thick in floor, window cills, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing over and including 15 mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M & L machine cut green marble stone slab 18 to 22 mm thick in skirting , set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including 30 mm thick sand cushioning complete all as specified and as directed by the Engineer-in-Charge.

Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage complete all as specified and as directed by the Engineer-in-Charge.

M & L 75 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

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

M & L RCC 1:1.5:3 type A-1 (Nominal mix) using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge.

M & L RCC 1:1.5:3 type A-1 (Nominal mix) using 20mm graded crushed stone aggregates as in fins, fascias, louvres, parapets and railing exceeding 60cm in height, balustrade and the like complete all as specified and as directed by the Engineer-in-Charge.

M & L formwork to chajjas, fins, louvres, facias including edges for rough finished surfaces of concrete flats complete all as specified and as directed by the Engineer-in-Charge

M & L formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge.

M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge

M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT steel bars 6 to 8mm dia cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.

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

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

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

Supply and fixing 4mm dia plain mild steel wire, galvanised class 3, in fencing including straining and fixing to wood, concrete or steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc. as directed (each line of wire to be measured) complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.

Cutting holes in brick walls built in cement mortar exceeeding half brick thick and not exceeding one brick thick wall for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 (Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall)as required complete all as specified and as directed by the Engineer-in-Charge

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

S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube fixed in opening complete all as specified and as directed by the Engineer-in-Charge.

S & F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M. S. tubes for top & bottom rails. M. S. frame shall be covered with heat moulded plain colour PVC `C` channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M. S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and as directed by the Engineer-in-Charge.

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

Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.

S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :- (a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat of red oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.

S&F box type using ERW hollow 'P' section ventilators fixed type with glazing bar including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

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

Supply and fixing mild steel works in bands, straps, supports, stays, bolts, hooks, hold fasts etc, similar articles conforming to Fe-290.Gde-E-165, complete all as specified and as directed by the Engineer-in-Charge.

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

M&L Plain fillets. square, rectangular or triangular in section, clean sawn, secured with nails of 2nd class hardwood of sectional area exc 13 sqcm not exceeding 25 sqcm complete all as specified and as directed by the Engineer-in-Charge.

S & F Continuous (piano) hinges, width of flaps 30mm mild steel, bright finish or electro galvanised complete all as specified and as directed by the Engineer-in-Charge.

S&F 75 mm long brass handle cast type polished bright complete all as specified and as directed by the Engineer-in-Charge.

S & F brass body ball catches with 8mm dia steel ball and striking plate including letting in complete all as specified and as directed by the Engineer-in- Charge

Resecuring or easing & adjusting without taking down shutters of any description area exc 1 sqm and not exc 2 sqm each and refixing in the same opening complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing stainless steel wire cloths 0.36 mm nominal dia of wire and average width of aperature 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.

S & F 100mm butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-22 complete all as specified and as directed by the Engineer-in-Charge.

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

M&L 2nd class hard wood Small fitting such a brackets of any type ,latch and hinge block , shaped door and window stops and the like including all necessary labours articles n. exc200 Cu cm each including 50mm long mild steel cold rolled medium weight but hinge complete all as specified and as directed by the Engineer-in-Charge.

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

S&F 150 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.

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

Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.

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

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

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

S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe, PVC (SWR) 100mm dia P or S trap having pressure rating 6 Kg per Sqcm as in repair complete all as specified and as directed by the Engineer-in-Charge.

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

S & F counter top vitreous china wash hand basin white of size 515mmx365mmx120mm, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing of waste fitting etc as in repair complete all as specified and as directed by the Engineer-in-Charge. Make : Jaquar Cat Part No FLS -WHT-5931 /CERA Cat part No.S2020108 /Hindware Cat Part No.91041

Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe and complete accessories as in repair complete all as specified and as directed by the Engineer-in-Charge.

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

Supply and fixing vitreous china urinal, full stall type white (excluding flushing cistern, flush pipe) but including brass chromium plated spreader, PVC waste pipe , providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement, grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by the Engineer-in-Charge.

S & F sinks without drainage board made out of stainless steel 1mm thick sheet for kitchen or laboratory with plugs, waste pipe, brass chromium plated coupling and wastes; in-cluding bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connect-ing union to pipe overall size 495mm x 420mm with bowl size 410mm x 330mm x 160mm as in repair complete all as specified and as directed by the Engineer-in-Charge.

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

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

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

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

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

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

S & F brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F kitchen plate rack of stainless steel sheet 1mm thickness size 750mm x 750mm x 300mm and having weight not less than 8.00 Kg each as in repair complete all as specified and as directed by the Engineer-in-Charge.

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

S & F as in repair brass chromium plated corner Glass slelf (with bracket) including fixing with brass screws to wall complete complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair 100mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair cabinet type looking mirror size 450 mm x 600 mm box type complete with all as necessary items complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair soap dish, brass chromium plated, approximate size 160x160x90mm, fixed to plugs with chromium plated brass screws complete all as specified and as directed by the Engineer-in-Charge

Dismantling water tanks of capacity exc. 250 ltr and not exc. 500 ltrs and removing from site complete all as specified and as directed by the Engineer-in-Charge.

S & F as in repair 20mm dia float valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minium weight-210 grm) complete all as specified and as directed by the Engineer-in-Charge.

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

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

Cutting into existing manholes for connecting new drains, and making good to pipe and rendering, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 100 mm dia, complete all as specified and as directed by the Engineer-in-Charge.

Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) by manual labour or mechanical scraper and disposal of the same in closed container at authorized dumping site declared by local administration outside MD land and buried in trenches etc, as in foul condition for any depth complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.

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

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

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified & directed by the Engr-in-Charge.

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

S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall complete all as specified and as directed by the Engineer-in-Charge.

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

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

S&F 110mm bore PVC (SWR) juction double (double T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge.

S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement, complete, all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 75 mm bore PVC (SWR), vent cowls including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 110 x 75 mm bore PVC (SWR), reducer including jointing with solvent cement,complete all as specified and as directed by the Engineer-in-Charge.

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

Material and labour for repairing of RCC projection, chajjas, facia, bands, shelves, beams, RCC railing, balcony and similar works by dismantling of loose/ disintegrated portion of RCC at any height and in any sitution / floor (including provn of support, formwork and welding of reinforcement if required with wire mesh of weight 3 kg/ sqm and dubbing/ filling with PCC (1:2:4), type B-0, using 12.5 mm graded aggregate,15 to 25 mm thick over and including applying cement slurry @ 3 kg/sqm, finished even and smooth to desired shape complete all as specified and directed. Note:-(i) Unit rate of this item includes the cost of scaffolding,formwork etc. and nothing extra shall be paid on account of variation in height. (ii) Wire mesh shall be measured and paid for separately

S&F Hard drawn steel wire fabric cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed/welded to reinforcent having weight per square metre not exc 4 Kg complete all as specified and as directed by the Engineer-in-Charge

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

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

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

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

M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer over and inlcuding 2mm to 3mm thick wall care putty white cement based in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.

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

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

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

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

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

M &L preparation of old decoraded plastered/unplastered surfaces of walls and applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge.

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

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

M&L preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

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

Dismantling wooden scantling 40 sq cm and over in section in any position in unframed/ framed work complete all as specified and as directed by the Engineer-in-Charge.

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

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

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

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

Schedule 'A' Part-II (E/M itmes) Taking down carefully copper/aluminum point wiring (light, fan, socket or power) complete including all fittings and fixtures such as switches, pendant, lamp holder, regulators, socket outlet, etc and removing unserviceable materials from site of work and making good disturbed surfaces of walls, floors with cement mortar and white/colour wash to match with existing surfaces etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall surfaces and on surface on ceiling surfaces and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. for one light/fan/exhaust fan point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately .

Description same all as per item No. 142 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board, complete all as specified and as directed by Engineer-in-Charge.

Description same all as per item No.142 but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.

Description same all as per srl item No 142 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.

Description same all as per srl item No 142 here-in-before but for one socket outlet 15 Amp with 4 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 4 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply & fix modular socket outlet 2/3 pin combined, 6 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.

Supply & fix modular socket outlet 3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.

S&F electronic Fan regulator modular 100 watt, 2 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.

S&F modular bell push 6 Amp, 1 way, 1 module, 230 volts complete all as specified and as directed by the Engineer-in-Charge.

Supply & fix calling bell ding dong 230 volt including removing unserviceable bell, complete all as specified and as directed by the Engr-in-charge.

Supply and fixing lamp holder, PVC/polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing as in repair indoor decorative surface mounting LED tube light fitting batten type 18/20 watt with electronic driver, opal diffuser, high efficient PVC housing body suitable for LED tube, AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sink connecting with copper conductor flexible cable from ceiling rose to connector of the light complete all as specified and as directed by Engineer-in-Charge.

S&F LED lamp 9 watt threaded/pin end, warm/cool lamp type as per site requirement suitable for fixing on existing batten/angular holders complete including taking down unserviceable bulbs complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing LED batten fitting 10-12 watt, 2 feet, aluminium housing and electronic driver including tube rod 10/12 watt cool/warm type industrial model complete, connecting with copper conductor flexible cable from ceiling rose to connector of the light as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing LED surface mounted bulk head luminaries 8-10 watt with min 800 lumen, industrial model, IP 65, auminum housing, surge protection including driver & LED lamp etc complete with all accessories, connecting with copper conductor flexible cable from ceiling rose to connector of the light as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair LED Bldg Security Light Fittings of capacity 35 watt made up of die cast aluminium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver, service bracket of MS pipe 25 mm bore medium grade of length 1.60 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to GI pipe as required at site and two coats of synthetic enamel paint over one coat of red oxide primer on mild steel work and making electrical connection, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix sheet metal MCB DB SPN 12 way with 200 Amps rated bus bar single pole and neutral with acrylic double door IP-43 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces including removing old unserviceable enclosure complete all as specified and as directed by the Engr-in-charge.

Supply and fix MCB SP, 6 to 40 Amps, 240 volt,10 KA , 'C' curve as in repair complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB SPN, 40 Amps, 240 volt,10 KA , 'C' curve as in repair complete all as specified and as directed by the Engineer-in-Charge.

S&F single pole and neutral enclosure with a two pin and earth plug and socket 20 Amp complete with and including one single pole MCB.20 Amp, 10 KA 'C' curve including removing old unserviceable enclosure complete all as specified and as directed by the Engr-in-charge.

Supply and laying XLPE insulated, armoured heavy duty electric cable 10 sqmm cross sectional area, 2 core with aluminium conductor, 1100 volts grade as in repair complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.

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

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

M&L dry sand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compacting complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.

Supply and laying well burnt brick class-B laid flat to cover the cable width equal to the length of cable and abutting each other for protection of cable complete all as specified and as directed by Engineer-in-Charge.

M & L PCC 1:3:6 Type C-1 using 20mm graded crushed stone aggregate as in road cutting and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

S&F as in repair light grade GI Tubing of size 40mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers complete all as specified and as directed by Engineer-in-Charge

S & laying sub main wiring with two run of 6 sqmm PVC insulated , unsheathed cable FRLS-H,1100 volts grade ISI marked with multi stranded copper conductor and one run of 6 sqmm PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI marked multi stranded copper conductor as earth continuty conductor connected to common earth dolly including concealed on wall/ceiling surfaces in PVC conduit medium grade ISI marked of adequate size for housing the wires complete all as specified. Note: (i) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. (ii) Three runs of cable and one run of PVC conduit shall be measured and paid as one unit length.

Taking down ceiling fan, sealing cable end, dismantling blades and washing the fan, blades with detergent powder etc, reassembling the same and refixing in original location including making connection with 3 core copper cable complete all as specified and as directed by the Engineer-in-Charge.

Disconnecting electrical/water supply connection and anchor fastner, taking down existing water storage heater of any capacity and refixing the same in original position including making electrical/water supply connection complete all as specified and as directed by the Engr-in-charge. Note:-The quoted rates shall be deemed to be included of anchor fastners, electrical connection, testing and minor work required at site.

Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth strip protected by GI pipe 15mm bore(medium grade) and connected to earthing test point as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing as in repair complete all as directed by Engineer-in-Charge and earth testing on completion .