Construction of Additional Storey (2nd Floor) in the Building of Mini Sectt. SDO (Civil)/Tehsil Complex at Hansi in Hisar Distt.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm. Or plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and siposal of surplues excavated soil as directed, within a lead of 50m. (1) All Kinds of Soil. (HSR 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: (1) All Kinds of soil. (2) Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia. (HSR 4.16.1.2)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32).

Demolishing brick tile covering in terracing including stacking of servicable material and disposal of unservicable material within 50 metres lead. (HSR 5.14)

Demolishing cement concrete manually/by mechanical means including disposal of material with 50 metres lead as per direction of Engineer-in-charge. (2) Nominal concrete 1:2:4 leaner mix (I/c equivalent cum design mix). (HSR 5.23.2).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 6.1) (7) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (HSR 6.1.7)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (HSR 6.24). (1) All works up to plinth level. (HSR 6.24.1)

(2) All works above plinth level up to floor IV level. (HSR 6.24.2)

Centering and shuttering including strutting, propping etc. and removal of form for:- (HSR 6.30). Foundations, footings, bases of columns, etc. for mass concrete. (HSR 6.30.1).

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2).

Suspended floors, roofs, landings, balconies and access platform. (HSR 6.30.3).

Lintels, beams, plinth beams, girders, bressumers and cantilevers. (HSR 6.30.5).

Columns, Pillars, Piers, Abutments, Posts and Struts. (HSR 6.30.6)

Stairs, (excluding landings) except spiral-staircases. (HSR 6.30.7)

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). (1) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). (HSR 6.32.1)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (6) Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (6) Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.34.6)

Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning/self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063). (3) Floor Joint of 200 mm gap. (HSR 6.61.3).

Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). (3) Wall Joint of 200 mm gap. (HSR 6.62.3).

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). (3) Roof Joint of 200 mm gap. (HSR 6.63.2).

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (1) Cement Mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (1) Cement mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.22.1)

Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level. (2) Cement mortar 1:4 (1 cement :4 coarse sand). (HSR 7.28.2).

Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. (HSR 7.30).

Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. (1) 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. (HSR 8.15.1).

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. (2) Granite Stone of approved shade. (HSR 8.30.2).

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (9.57) (3) 150 mm diameter. (HSR 9.57.3)

Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (5) Bend 87.5°. (HSR 9.58.5). (3) 150 mm diameter. (HSR 9.58.5.3).

Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 10.4).

Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (2) Medium shade pigment using 50% white cement 50% Grey cement. (HSR 10.30.2)

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : (1) 25 mm thick. (HSR 10.37.1).

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (HSR 10.38).

Providing and fixing of marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : (1) Makrana white second quality. (HSR 10.44.1)

Laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (2) Size of Tile 600x600 mm. (HSR 10.63.2). (LABOUR RATE ONLY).

Laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. (2) Size of Tile 600x600 mm. (HSR 10.67.2). (LABOUR RATE ONLY).

Providing and fixing ceramic & Glazed tiles/ vitrified tiles/ of any size of approved make in floors / dados, laid in any pattern as specified over base of 3 mm thick adhesive of reputed brands as per IS specification 15477-2004 using 5 Kg. adhesive per sqm area of tiles and jointed with white cement slurry mixed with pigment to match the shade of tiles excluding cost of tiles. (HSR 10.73)

12 mm thick cement plaster. (1) 1:4 (1 cement: 4 fine sand). (HSR 11.8.1).

15 mm cement plaster on rough side of single or half brick wall of mix: (1) 1:4 (1 cement: 4 coarse sand). (HSR 11.9.1).

6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. (HSR 11.15).

Applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (HSR 11.60). (LABOUR RATE ONLY)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : (1) New work (two or more coats) over and including water thinnable priming coat with cement primer. (HSR 11.64.1). (LABOUR RATE ONLY)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (1) On steel work. (HSR 11.73.1) (LABOUR RATE ONLY).

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: (1) New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (HSR 11.96.1). (LABOUR RATE ONLY)

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. (2) 1.0 mm thick. (HSR 12.12.2)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: (HSR 12.37). 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (HSR 12.37.1)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. (1) Fixed to steel windows by welding. (HSR 12.50.1).

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. (HSR 12.89).

Fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete. (HSR 12.98). (LABOUR RATE ONLY) Size 250 mm x 16 mm. (HSR 12.98.2)

Fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.99). (LABOUR RATE ONLY) Size 200 mm x 10 mm. (HSR 12.99.3)

Size 150 mm x 10 mm. (HSR 12.99.4)

Fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.102). (LABOUR RATE ONLY). 125 mm (HSR 12.102.1)

Fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (HSR 12.103). (LABOUR RATE ONLY). Twin Rubber Stopper. (HSR 12.103.2)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: (HSR 13.3). Profile B Fixing with adjustable lugs with split end tail to each jamb. (HSR 13.3.1.1).

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (2) 5.5 mm thick glass panes. (HSR 13.10.2).

Supply & fixing Windows frames including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/Sqm steel sheet pre coated (as per approved colour) with Polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coat with ALKYD backerof 5-7 micrones, weldless corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. (HSR 13.26). Glazed Windows shutter section 46mm x 46mm (Without Glass) (HSR 13.26.1)

Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge fly mesh with 144 holes per square Inch. (HSR 13.26.2)

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR 13.41).

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : (1) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (HSR 28.17.1).

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. (HSR 28.43).

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (HSR 30.22).

PUBLIC HEALTH WORK Cutting holes upto 23 cm square through brick work in cement walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (HSR 20.26). a) 11.43 cm thickness of walls. (HSR 20.26.1)

b) 22.86 cm thickness of walls. (HSR 20.26.2).

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. a) Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping. HSR 21.84.1).

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1: 1 (1 cement : 1 fine sand) including testing of joints etc. complete: ii) 150 mm i/d. (HSR 22.163.2).

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. ii) 150 mm i/d. (HSR 22.164.2).

PProviding and fixing square-mouth S.W. gully trap (180x150 mm) size P type class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg andframe to be not less than 2.70 kg as per standard design: (a) 100mm internal diameter S.W gully trap. (HSR 22.166.3.1).

Fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (1) W.C. pan with ISi marked white solid plastic seat and lid. (HSR 22.24.1). (LABOUR RATE ONLY).

Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. (HSR 22.35).

Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metre ong with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. (HSR 22.38).

Fixing toilet paper holder : (1) C.P. brass. (HSR 22.42.1). (LABOUR RATE ONLY)

Providing and fixing 32 mm diameter GI. extension pipe for Indian type Water Closet suite complete with accessories(as approved by the Engineer -in charge. (HSR 22.44).

Providing and fixing soil, waste and vent pipes. (HSR 22.51). (1) 100 mm dia (2) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. (HSR 22.51.1.2).

(1) 75mm dia (2) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. (HSR 22.51.2.2).

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (HSR 22.55). (2) 75mm dia. (2) Sand Cast iron S&S as per IS-3989. (HSR 22.55.2.2).

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (HSR 22.60). (1) 100x100x100 mm (2) Sand cast iron S&S as per IS - 3989. (HSR 22.60.1.2)

(1) 75x75x75 mm (2) Sand cast iron S&S as per IS - 3989. (HSR 22.60.2.2)

Providing and fixing terminal guard: (HSR 22.75). (1) 100 mm (2) Sand cast iron S&S as per IS- 3989. (HSR 22.75.1.2).

(2) 75 mm (2) Sand cast iron S&S as per IS- 3989. (HSR 22.75.2.2).

Providing and fixing collar. (HSR 22.76). (1) 100 mm. (2) Sand cast iron S&S as per IS- 3989. (HSR 22.76.1.2)

(2) 75 mm. (2) Sand cast iron S&S as per IS- 3989. (HSR 22.76.2.2)

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : (HSR 22.78) 100 mm. (HSR 22.78.1)

75 mm. (HSR 22.78.2)

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter. (HSR 22.79). 100 mm (HSR 22.79.1)

75mm (HSR 22.79.2)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: (2) 100 mm inlet and 75 mm outlet. (1) Sand cast iron S&S as per IS - 3989. (HSR 22.80.2.1).

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (HSR 22.88). Internal work· Exposed on wall :- 25mm (HSR 22.88.3)

40mm. (HSR 22.88.5).

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (2) 20 mm dia nominal bore. (HSR 22.89.2)

Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. (HSR 22.90).

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work). (HSR 22.94). 20 mm nominal bore. (HSR 22.94.2)

25 mm nominal bore. (HSR 22.94.3)

40 mm nominal bore. (HSR 22.94.5)

Providing and fixing Gun Metal Gate valve with CI wheel of approved qualtity screwed end. (HSR 22.98). 25mm internal diameter. (HSR 22.98.1)

40mm internal diameter. (HSR 22.98.4).

Fixing C.P. brass bib cock of approved quality conforming to IS:8931 : (1) 15 mm nominal bore. (HSR 22.104.1). (LABOUR RATE ONLY)

Fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (1) 15 mm nominal bore. (HSR 22.106.1). (LABOUR RATE ONLY)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. (1) 15mm nominal bore. (HSR 22.108.1).

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (HSR 22.109).

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (2) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HSR 22.119.2). (LABOUR RATE ONLY).

Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. (2) 15 mm nominal bore with 45 cm length. (HSR 22.128.2).

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (HSR 22.182).

Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (HSR 22.209).

Fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. (9) Size 560mm x 450mm (Under counter oval). (HSR 22.221.9). (LABOUR RATE ONLY).