Special Repair for District Civil Hospital Hisar

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (b) in cement (HSR 8.5 b)

Dismantling Roofing (g) demolishing mud phaska in tile terracing. (HSR 8.8 g)

Scraping of White wash and colour wash (HSR 8.32 a)

Scrapping Cement Plaster (HSR 8.32 c )

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

Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.26)

Cement concrete 1 : 8 : 16 with stone aggregate 20 mm nominal size in foundation and plinth.(HSR 10.29)

Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded. (HSR 10.115 + Note)

Providing and laying 60mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all shapes and colours in design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect.(HSR 10.158). Note:- Reputed make paver Block only ISI marked will be used as approved by Engineer-in-Charge).

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.(HSR 11.9)

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 over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of of fine sand, above and below the polythene film, laid on top of R.C.C., slab, including grouting with cement sand mortar 1:3 and top surface to be left clean. (HSR 13.13) 2nd Storey

b) 3rd Storey

Providing and fixing False Ceiling with 12mm thick Gypsum Board fixed on M.S. Steel runners frame i/c cost of screws angles, cleats, rawel plugs, with taping, filling with Gypsum compound and applying priming coat, etc. complete in all respects. (HSR 13.91)

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ?85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt – 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x 24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the Engineer-In-Charge. With or without groves. (HSR 13.92)

Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (HSR 14.45 + Note)

Providing and fixing vitrified tiles of size 600 x 600mm 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, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.89) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Note : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(b)].Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

12 mm thick cement plaster 1:4 (HSR 15.5)

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

20 mm thick cement plaster 1:3 in 2 coats work. (HSR 15.14)

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

Cement pointing 1:2 deep variety on brick and Tile work (HSR 15.60)

Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (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 16.3). Through rate

Providing and Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer 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 16.9). Through rate

Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete.(HSR 16.24) Through rate

Providing and 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 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

Providing and Applying Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (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 16.58). Through rate

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (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 16.60). Through rate

Providing and Applying Providing two coats of exterior acrylic emulsion paint. (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 16.79 (b)]. 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

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 rawl 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 mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling C.P brass /stainless steel screws , all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately) Fixed portion (Anodised aluminium transparent or dyed to required shade according to IS;1868,minimum anodic coating of grade AC 15) (HSR 17.95) + Note (ii)

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 rawlplugs 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 mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling C.P brass /stainless steel screws, etc. complete. (HSR 17.96) + Note (ii) Shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PBC/ neoprene gasket required including aluminium fitting i.e. Note: II) Add Rs.20/- Per Kg. extra if Polyester powder coating of 50 micron is done instead of anodizing in above item No. 9 & 10.aluminium kun)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS; 12823 grage 1 type II in panelling fixed in aluminium doors. Windows shutters and partition frames With C.P. brass /stainless steel screws etc. complete. .(HSR 17.97 b) (b) Pre-laminated particle board with decorative lamination on both sides.

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). (b) With float Glass panes of 5.00 mm thickness. (HSR 17.98 b)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS;6315 single piece M.S. sheet outer box (HSR 17.99(b) With brass cover plate.

Providing Aluminium Jali of thickness 7mm thick with openings - 75mm X 75mm of including anodizing and fixing in frame with cost of screws etc. complete.(HSR 17.100)

Providing fixing aluminium casement windows fastener of required length for aluminum windows with necessary screws etc. complete. (HSR 17.102(iii) Polyester powder coated.

Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect.(HSR 18.14)

Earth work with an average lead of 5 km i/c loading, unloading, laying, watering and compensation complete in all respect (NS)

Providing and fixing of 0.5mm thick colour coated profile sheet of approved make as per entire satisfaction of Engineer incharge (NS)

(PUBLIC HEALTH WORK) 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 ordinary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].

Cement concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.28).

Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41).

Providing and fixing and testing G.I. 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 and making good the walls etc.(DSR18.10) (i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

(iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

(vi) 50 mm internal diameter of pipeline

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46) (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

(d) 32 mm internal diameter

(e) 40 mm internal diameter

(f) 50 mm internal diameter

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) (i) 20mm diameter

(ii) 25mm diameter

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. [HSR 29.84]. (a) Size 450 mm x 450 mm

(c) Size 600 mm x 900 mm

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)]. 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 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 & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].

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 AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge)(i) White. [HSR 30.19 (i)].

Providing and fixing 25 mm thick marble partitions for different type of urinals. (HSR 30.40).

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 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.

(c) Bib 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 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 and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).

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.

(b) for 75 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

(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm

(4) Single Junction with door 100 mm x 100 mm x 100 mm x 100 mm

(13) Bend with Door

(14) Bend Plain

(16) Cowls

(17) Door piece

(22) Collars

(b) For 75 mm dia pipes (1) Heal rest bend

(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm

(4) Single Junction with door 75 mm x 75 mm x 75 mm x 75 mm

(13) Bend with Door

(14) Bend Plain

(16) Door piece

(17) Cowls

(18) Collars

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 & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].

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] (e) 1000 Ltrs. Capacity Water Tank.

RECOVERY ITEM: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Materials obtained from dismantling of structure have been calculated taking assumption of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) on approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. The reserve price is as under:- i) Bricks @ Rs. 4.00/- each

ii) Brick bats @ Rs 500/- per cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.