Construction of ICU/HDU in Civil Hospital at Mandikhera in Nuh District.

Amount

Dismantling Brick work, Tile Masonry or Tile lining and Tile Terracing (b) in cement (HSR 8.5 (b))

Removing door and windows (wood and steel) with chowkats by making recesses in walls when the walls is not to be dismantlled. (HSR 8.18)

(a) Door

(b) Window

(c) Ventilator

Dismantling cement conglemerate / terrazzo floors 25 mm to 50 mm thick without concrete base. (HSR 8.26)

Scraping cement plaster (HSR 8.32 (c))

Dismantling white or coloured glazed tiles (to be carefully removed) (HSR 8.38)

Cement concrete 1:1 ½ :3 with stone aggregate 20 mm nominal Size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respect. (HSR 10.81+10.95 (a))

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. (HSR 10.82 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a))

Drilling of fixing bolts (HSR 10.135)

Fixing of bolt including supplying (HSR 10.136)

Providing & Spreading chain line mesh (HSR 10.137)

Guniting on concrete/brick work using step ladder/scaffolding as supplied on hire erected by the contractor using compressor guniting drum gun and piping as supplied by the contractor on hire charges operating charges using drum mixed cement/screened sand in proportion 1:3 as per IS 9012 (1938) as 2.1 to 2.8 Kg./per sq.cm (av) 40mm th. to columns, slabs beams, chhajjas, i/c finishing the surface with sand faced plaster as per spacs, and for thickness as directed & 3 coats of white wash, colour wash, cement paint, oil bound distemper, plastic, emulsion as per specs, and as directed after curing, guniting surface for 7 days i/c of replacement of windows etc. during guniting and disposal of debris. (HSR 10.138)

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7)

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm ontop of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Providing and fixing False Ceiling with grooves with 12mm to 15mm thick, 600mm X 600mm best quality mineral fibre tiles of approved make fixed on M.S. Steel runners frame i/c cost of screws angles, cleats, rawel plugs, with taping and painting, etc. complete in all respects as approved by the Engineer-In-Charge. (HSR 13.93)

Providing and laying average 6mm thick POP Coating on walls, ceiling, beams and lintels etc. complete in all respects as approved by the Engineer-In- Charge.(HSR 13.94)

Screed of 50mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4)

Providing and fixing vitrified tiles of size 600x600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SIMPOLO, ORIENTBELL (Double charged tiles shall be used as approved by Engineer in charge. (NS)

Providing and fixing vitrified tiles of size 600 x 600mm of approved make in skirting / dado laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: NITCO, KAJARIA, RAK, SIMPOLO, ORIENTBELL (Double charged tiles shall be used as approved by Engineer in charge). (NS)

Pdg & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in floors, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (HSR 14.91)

Laying and fixing Granite stone in all shades, 15mm to 18mm thick in flooring, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (excluding the cost of granite stone) (HSR 14.96)

Plastering on wall 12 mm thick cement plaster 1:6. (HSR 15.7)

Plastering on walls 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12)

10 mm thick cement plaster 1:4 under side of ceiling. (HSR. 15.52)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25) (Through Rate)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26) (Through Rate)

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) (Through Rate)

Supplying and fixing hydraulic door closer, I.S.I. mark, with necessary screws, etc. complete (HSR 17.82 (c))

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96 + Note)

Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. (HSR 17.97 (b))

Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items) (HSR 17.98 (b) with float glass panes of 5.00 mm thickness

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS; 6315 marked for doors including cost of cutting floors as required, embedding in floors and cover plated with brass pivot and single piece M.S sheet outer box. (HSR 17.99) (b) With brass cover plate.

Providing & fixing aluminum round shape handle of outer dia 100 mm with screws etc complete (ii) Powder coated minimum thickness 50 micron aluminium (HSR 17.102 (ii)

Providing & Fixing of Casement & fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact & UV radiation. The UPVC profiles should be reinforced with galvanised steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continous lengths made from Bubble EPDM Rubber & side hung/ top hung with upto 90 degree opening friction stays of SS 304 with provision of multipoint locking system made from Espag rods.All handle shall be made from Die Cast Zinc Alloy(Model : ESPAG) BS-1004A in white finish with suitable locking arrangement. The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds upto 180km/hr the shoot bolts in windows shall be rust proof metallic coated steel.The window frames shall be fixed in masonry wall/ RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc. complete a) Frame work (c) Double glass glazing comprising of 6mm thick toughned clear glass + 12mm air gap + 5mm annealed clear glass (HSR 17.103 (a+c)

(a) Frame Work

(b) Openable shutter

(c) Double glass glazing comprising of 6mm thick toughened clear glass + 12mm air gap + 5mm annealed clear glass.

Providing and fixing double glazing consisting of glass 6mm (toughened) and 6mm annealed plain glass including 12mm air gap including cost of structural silicon sealant & weather sealant (DC 795 / DC 789) and double sided acrylic foam tape in structural glazing works upto four storey. The outer glass shall have U valve < 1.8, solar factor < 0.35 Light transmission > 49%. (HSR 17.104)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights /depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hocks, 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 for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Providing & fixing with Electro Conductive Static Tile Flooring with size of 600mmx600mm, thickness 2mm laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles as per entire satisfaction of Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: NITCO, KAJARIA, RAK (Tiles shall be used as approved by Engineer in charge). (N.S.)

Providing, laying & fixing & Installation of door 50mm jam, clean room door to fit flush into the clean room Brick wall on both side. Shutter sheet thick shall 0.8 mm and frame thick shall be 1.2 mm. Shutter thick-40mm with GI Sheet on both sides with powder coating in RAL-9002 Color with PUF infill fixed polyurethane glue complete in all respect. (NS)

(i) DG - (Size 2.52 x 2.10m)

(ii) D - (Size 1.82 x 2.10m)

(iii) D1 - (Size 1.20 x 2.10m)

(iv) D2 - (Size 1.06 x 2.10m)

(v) D3 - (Size 0.76 x 2.10m)

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. (HSR 6.10 (a))

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (HSR 28.23) (i) 11.43 cm thickness of walls

(ii) 22.86 cm thickness of walls

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. (HSR 28.27) (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45)

CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm (c) 200 mm. (HSR 29.46)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm 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 coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). (HSR 29.84) (a) Size 450 mm x 450 mm

(c) Size 600 mm x 900 mm

Extra for over 0.30 metre depth of inspection chamber. (a) 450 x 450 mm. (HSR 29.85)

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. (HSR 29.87 (a) (i)).

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete.The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works.The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. (HSR 29.90 (ii)).(ii) On 150 mm I/d Pipe sewer(a) For 1.20 Mtrs. depth below ground level

(b) For 1.50 Mtrs. depth below ground level

(c) For 1.80 Mtrs. depth below ground level

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (a) 200 mm dia. (HSR 29.93).

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (b) grade 'A' 150 mm. (HSR 29.95)

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. (HSR 30.5 (b) (ii))

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. (HSR 30.12 (i)).

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). (HSR 30.13 (i)).

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. (HSR 30.15 (i)).

Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. (HSR 30.41(v)).

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). (HSR 30.48).

Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). (HSR 30.50)

Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. (HSR 30.53 (a)).

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)

Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). (HSR 30.63 (a)).

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (HSR 30.67 (a)).

Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. (HSR 30.68 (a))

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . (HSR 30.69 (a) (i)).

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. (HSR 30.70 (a) (i)).

Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. (HSR 30.71 (a) (i)).

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. (HSR 30.73 (a) (ii)).

Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). (HSR 30.74).

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). (HSR 30.75). (a) Bib cock long body.

(b) Bid cock Short body

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. (HSR 30.76 (a) (ii)).

Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).

Providing and fixing in position best Indian make C.P. brass Tooth Brush cum Tooth Paste Holder fixed in with rawl plugs with C.P. brass screws complete including cutting and making good the wall etc. (ii) Tooth Brush Holder. (HSR 30.79 (ii)).

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. (HSR 30.82 (b) (iii)).

Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84) (a) 100 mm internal diameter.

(b) 75 mm internal diameter.

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specifications of E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87) (a) 100 mm internal dia meter. (1.13 Kg)

(b) 75 mm internal dia meter. (0.91 Kg)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88) (a) for 100 mm interal diameter pipes.

Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. (HSR 30.89 (b)).

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91). (a) For 100 mm dia pipes (1) Heal rest bend

(14) Bend Plain

(16) Cowls

(b) For 75 mm dia pipes (14) Bend Plain

(17) Cowls

Cutting chase in brick wall in cement or in floor for embedding G.I. or H.C.I. pipe lines and making good the same to its original condition. (HSR 30.95) (a) Size 75 mm X 75 mm.

(d) Size 225 mm X 225 mm.

Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. (HSR 30.110 (b) (ii)).

Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR 30.119) 1000 Ltrs. Capacity Water Tank

NS ITEMS Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. Make:- Supreme, Diplast or any reputed make as approved by Engineer-Charge. (i) 160 mm i/d (NS)

Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS) (i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

Providing for fixing and jointing union couplings in G.I. and W.I. pipelines. (NS) (b) 20 mm internal diameter

(c) 25 mm internal diameter

Providing, fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS) (b) 20 mm internal diameter

(c) 25 mm internal diameter

Bazad constructions

Gyanender and Co.