Additional 100 Bedded Hospital Block (Phase-II) in the Campus of LNJP Hospital at Kurukshetra. (Including EI Services). (CM Announcement Code No. 10190 dated 04.06.2015) (Excluding GST)

Amount

[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.

[10.29.4]Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 4. Ordinary cement without any pigment

[10.31.1.1]Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. 1.1. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile

[10.31.2.1]Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. 2.1. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile

[10.37.1]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

[10.38]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.

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

[10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

[10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, 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 of Granite including labour for fixing cramps pins and dowels etc.

[10.58]Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) 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 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

[10.59]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.

[10.63.2]Providing and 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

[10.67.2]Providing and 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 and 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 and matching pigments etc. complete. 2. Size of Tile 600x600 mm

[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

[11.1.1]6 mm cement plaster of mix : 1. 1:3 (1 cement : 3 fine sand)

[11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand)

[11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand)

[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)

[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand)

[11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete

[11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand)

[11.64.1]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

[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer

[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

[11.76]Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete.

[11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.

[11.78]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.

[11.84.1]Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade . 1. Two or more coats on new work

[11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm)

[11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm

[12.10.2.1]Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 2.1. Kiln seasoned and chemically treated Hollock wood 35 mm thick

[12.102.1]Providing and 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 : 1. 125 mm

[12.102.3]Providing and 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 : 3. 75 mm

[12.107]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.

[12.130.1]Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact and UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 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 up to 180 km/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 1. Frame work

[12.130.2]Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact and UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 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 up to 180 km/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 2. Openable shutter

[12.130.3]Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact and UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 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 up to 180 km/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 3. Double glass glazing comprising of 6 mm thick toughened clear glass + 12mm air gap + 5mm annealed clear glass.

[12.157.1.1]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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 1.1. For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

[12.157.2.1]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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 2.1. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

[12.19.2.1.2]Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 2.1.2. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated Hollock wood

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

[12.8.2]Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 2. 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II marked :

[12.89]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.

[12.9.7.1]Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.1. Float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm).

[12.9.7.2]Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.2. 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).

[12.90]Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

[12.98.1]Providing and 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 : 1. 300x16 mm

[12.98.2]Providing and 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 : 2. 250x16 mm

[12.99.1]Providing and 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 : 1. 300x10 mm

[12.99.2]Providing and 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 : 2. 250x10 mm

[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

[13.3.2.1]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: 2.1. Profile C Fixing with adjustable lugs with split end tail to each jamb

[13.3.3.1]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: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb

[13.41]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 and 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.).

[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material

[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications

[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.

[18.12.1]Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 1. Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587

[20.24.6]Drilling and tapping cast iron pipe lines of all diameters and screwing in ferrule and connections 6. Ferrule size 40 mm

[20.25.1]Cutting holes up to 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. 1. 11.43 cm thick wall

[20.25.2]Cutting holes up to 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. 2. 22.86 cm thick wall

[20.49.1]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre

[20.52.1]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 1. Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source

[20.52.2]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 2. Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)

[20.52.3]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 3. Third layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

[20.52.4]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 4. Fourth layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

[20.52.5]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 5. Bottom layer Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry)

[20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly 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 is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d

[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge

[21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent 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 R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm 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. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping

[21.84.3]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent 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 R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm 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. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab)

[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

[22.10.2.1]Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 2.1. Kitchen sink without drain board 610x510 mm bowl depth 200 mm

[22.104.1]Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1. 15 mm nominal bore

[22.106.1]Providing and 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

[22.107.1]Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1. 15 mm nominal bore

[22.108.1]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

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

[22.119.2]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.

[22.120]Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

[22.128.2]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

[22.153.1]Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 1. 100 mm diameter pipe

[22.153.2]Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 2. 125 mm diameter pipe

[22.154]Supplying pig lead at site of work.

[22.157.1]Providing and laying SandS C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : 1. Up to 300 mm dia

[22.163.1]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 : 1. 100 mm diameter

[22.163.2]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 : 2. 150 mm diameter

[22.164.1]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 : 1. 100 mm diameter S.W. pipe

[22.164.2]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 : 2. 150 mm diameter S.W. pipe

[22.166.3.1]Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 3.1. 180x150 mm size P type With common burnt clay non-modular bricks of class designation 7.5

[22.182]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 and over flow pipes. The base support i/c fittings and fixtures for tank shall be paid separately.

[22.20.2]Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete 2. With 75 mm internal diameter outlet

[22.209]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.

[22.212.1.2]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. 1.2. C.P Brass Two Way

[22.22.1]Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1. White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

[22.221.9]Providing and 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)

[22.222.1.1]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A 160mm o/d SWR UPVC pipe lines laid complete

[22.222.1.2]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.2. Single Socket Type A 110mm o/d SWR UPVC pipe lines laid complete

[22.24.1]Providing and fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern and C.P. flush bend with fittings and 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

[22.26.3]Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 3. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern

[22.28.2]Providing and fixing white vitreous chinaware water closet squatting pan (Indian type) : 2. Orissa pattern W.C. pan of size 580x440 mm

[22.35]Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.

[22.38]Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.

[22.42.1]Providing and fixing toilet paper holder : 1. C.P. brass

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

[22.85.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes

[22.85.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 4. 32 mm nominal outer dia Pipes

[22.85.5]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 5. 40 mm nominal outer dia Pipes

[22.85.6]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 6. 50 mm nominal outer dia Pipes

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

[22.94.3]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 3. 25 mm nominal bore

[22.94.4]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 4. 32 mm nominal bore

[22.94.5]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 5. 40 mm nominal bore

[22.94.6]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 6. 50 mm nominal bore

[22.95]Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).

[22.98.1]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1. 25 mm nominal bore

[22.98.3]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 3. 32 mm nominal bore.

[22.98.4]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 4. 40 mm nominal bore

[22.98.5]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 5. 50 mm nominal bore

[28.11]`Supplying and installing 1.5 mm thick SBS membrane, self-adhesive polymer modified bitumen comprising of a cross laminated HDPE carrier film. Membrane shall come with a BBA certification giving a durability of membrane up to the life of the structure and shall have Tensile Strength : L: 215N/50mm T: 220N/50mm ( as per BS EN12311-1), Elongation : L: 324% and T: 238% (as per BS EN12311-1), Water Vapour Permeability : Impermeable to ISO 12572 (as per BS EN 1931), Resistance to Hydrostatic Head: Min 60m( as per ASTM D5385), Adhesion to primed concrete : 4.9mm (as per ASTM D1000). The surface shall be primed using Bituminous Primer and membrane shall be installed with an edge lap of 50 mm and end lap of 150 mm. Membrane Termination shall be done by providing a groove cut of 30mm x 30mm, put the membrane inside the groove, nailing of aluminium flashing at 200mm c/c and sealing with a suitable PU Sealant at the termination of waterproofing membrane at minimum of 300mm height on the vertical wall, as per the manufacturer’s Specification. Membrane shall be protected using 8mm thick dimple board for protection as per manufacturer`s recommendation followed by backfilling. The rates are inclusive of surface preparation, crack filling, injection grouting at honeycombed areas, coving, priming all complete as per manufacturer methodology but excluding for protection board. `

[28.18]Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage and water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer`s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

[28.20.1]Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage and water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 1. For vertical surface two coats @ 0.70 kg per sqm

[28.30]Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.

[28.40]Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building.

[28.43]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 and 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.

[28.7]`Providing and applying waterproofing treatment using two component 100% solid content, hybrid polyurea/polyurethane, rapid curing and highly resilient fully bonded cured to membrane having a mixed density of 1.02g/l. Minimum recommended coverage rate is 1.5ltr/sqm in 2 coats to achieve a total DFT of 1.5mm. cured membrane shall exhibit: 1) Tensile strength ASTM D412 : )13 MPa 2)Tear Resistance ASTM D624C : 50 N/mm2 3) Shore A Hardness: 80 4)Elongation ASTM D412 : )450% 5 ( 1kg, CS 10 wheels,ASTM D 4060): 1.3 mg/1000 cycles 6) Service temperature: -20°C to plus 80°C 7) Resistant to Fire (EN13501-1)-Class E,d0 Manufacturers shall provide Certificate for Zero VOC, resistance to fire, 25 years life expectancy test certificate before the start of work. System includes supply , application and termination of coating all complete as per the manufacturer methodology. Clean the RCC slab/screed surface and wall for treatment by removing dust, dirt and layers of concrete over the surface. etc. by mechanical tools and wire brushing. Pressure grouting at construction joints or honeycombs with non shrink cementations grout by mixing shrinkage compensating admixture per bag of cement as per manufacturer’s recommendations. Prepare a side gola of 50X50 mm at the junction using polymer modified mortar. Providing and applying two component 100% solid content, hybrid polyurea/polyurethane membrane at coverage rate of 1.5ltr/sqm in 2 coats to achieve a total DFT of 1.5mm. It must be applied utilizing plural heated high-pressure spray proportioning machine/spray gun . Termination shall be done 300 mm above FFl by providing a groove cut of 30mm x 30mm and seal it with shrinkage compensated polymer modified mortar. Lay a 150 GSM geotextile layer to protect the coating from external damage on final coating before laying of screed concrete/final finish. It shall be applied as per manufactures specification. Rates are incl of surface preparation, grouting and chemical application only. (Rates for geotextile, protection plaster and final finishes such as screed or Brick bat filling for slope, china mosaic, tiles etc is not included in above item. It will be added as per EIC/clients requirements). `

[28.9]`Supplying and installing positive side waterproofing treatment for `Raft Slab` using 4-5mm thick blended polyethylene / polypropylene membrane incorporating a cell mesh, enabling the membrane to mechanically bond with the poured concrete. The membrane shall be supplied with one self-adhesive selvedge to provide sealed laps and comply with British Standard 8102 2009. Membrane shall have 125 years of certificate of durability and Water tightness test. The membrane should have the following typical properties : 1. Resistance to static loading (EN 12730 method B): 15 Kg 2. Tensile Strength (EN 12311-2): L: )18MPa, T: )10MPa 3. Elongation at break (EN 12311-2): L: )800%, T: )600% 4. Elongation at peak load (EN 12311-2): L: )800%, T: )600% 5. Crack Bridging (ASTM C1305): up to 5mm (100 cycles) 6. Durability of water tightness against durability (EN 1296/ EN 1928): Pass 7. Resistance to impact (EN 12691 Method A): 1500mm 8. Puncture Resistance (ASTM E154-08): 672N 9. Resistance to tear (nail shank): EN 12310-1): 720N (Longitudinal) 10. Reaction to fire (EN ISO 11925-2): Pass 11. Joint Strength (EN 12317-2): =220N (Lap) and =150N (Butt) 12. Resistance to Alkali(EN 1847/EN 1928)-Pass Membrane shall be installed over the entire PCC area with standard 80 mm selvedge laps and end laps overlaid as per manufacturer`s instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. `

[29.2]Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.29.6) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, plus 12mm Air gap plus 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

[33.6.1.1]Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil 300 mm dia

[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil

[4.13.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge 1. Ordinary rock

[4.14.1]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 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.

[4.16.1.1]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 : 1.1. All kinds of soil Pipes, cables etc, not exceeding 80 mm dia.

[4.16.1.2]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 : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

[4.32]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.

[4.39]Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

[5.11]Demolishing mud phaska in terracing and disposal of material within 50 metres lead.

[5.14]Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix)

[5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.

[5.27]Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.

[5.28]Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

[5.29.1]Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1. Of area 3 sq. metres and below

[5.29.2]Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 2. Of area beyond 3 sq. metres

[5.43.2]Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2. For thickness of tiles above 25 mm and up to 40 mm

[5.44]Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar

[5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

[5.8.3]Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 3. From brick work in cement mortar

[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

[6.13]Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth.

[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. 1. All works up to plinth level

[6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. 2. All works above plinth level up to floor IV level

[6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)

[6.27]Extra for R.C.C./ B.M.C/ R.M.C. work above floor IV level for each three floors or part thereof.

[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete

[6.30.13]Centering and shuttering including strutting, propping etc. and removal of form for 13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform

[6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ)

[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts

[6.30.7]Centering and shuttering including strutting, propping etc. and removal of form for 7. Stairs, (excluding landings) except spiral-staircases

[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 below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

[6.34.6]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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

[6.61.1]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). 1. Floor Joint of 100 mm gap

[6.62.1]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 and 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). 1. Wall Joint of 100 mm gap

[6.63.1]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). 1. Roof Joint of 100 mm gap

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)

[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)

[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand)

[7.28.2]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 2. Cement mortar 1:4 (1 cement :4 coarse sand)

[7.29]Extra for half brick masonry in superstructure, above floor IV level for every three floors or part thereof by mechanical means.

[7.47.2]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 2. Cement mortar 1:6 (1 cement : 6 Coarse sand)

[8.27.2]Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2. Granite work

[9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

[9.47.1]Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main `T` runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross `T` of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main `T` at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross `T` of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main `T` runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 1. GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.

[9.48]Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.

[9.57.3]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. 3. 150 mm diameter

[9.58.5.3]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. 5.3. Bend 87.5° 150 mm bend

Providing, fixing, testing and commissioning of 15mm dia quartzoid bulb type brass sprinklers of rating 68 degree centigrade with required accessories Pendent/Upright type (DSR-18.21.1and2)

Providing, fixing, testing and commissioning of water curtain nozzle 15mm dia nickel chrome plated brass, BSPT, K- factor as per design consideration complete as required. ( DSR 18.27)

Supply, installation, testing and commissioning of sprinkler flexible pipe 1500mm (UL listed) of stainless steel complete with 15NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (BURST) with branch line ( inlet ) 25mm NPT male thread to sprinkler head (outlet)15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stock bar of following sizes complite as required. (DSR code No.18.25.4)

Supplying and fixing single headed internal hydrant valve with instantaneous Stainless Steel coupling of 63mm dia with cast iron wheel ISI marked conforming to IS 5290 (TYPE -A ) with blank stainless steel cap and chain as required (DSR code No. 18.9.1)

Supplying and fixing external yard hydrant valve with instantaneous. Stainless Steel coupling of 63mm dia with cast iron wheel ISI marked conforming to IS 5290 ( TYPE -A ) with blank stainless steel cap and chain as required (DSR code No. 18.10.1)

Supplying and fixing 63mm dia,15m long RRL hose pipe with 63mm dia male and femaile coupling duly bond with GI WIRE, RIVETS ETC. CONFORMING TO IS 636 (Type -A) as required Gun Metal.(DSR code No. 18.16.1)

Supplying and fixing 63mm dia Stainless Steel (grade 304) short branch pipe with 20mm nominal internal diameter size nozzle conforming to IS 903 sutitable for instantaneous connection to iIS 03 sutitable for instantaneous connection to interconnect hose pipe coupling as required (DSR code No. 18.18.2)

Supplying and fixing firsr-aid. Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complite with the following as required. 20mm nominal internal dia water hose thermoplastic (Textile reinforced) type-2 as per IS 12585. 20mm normal internal dia gun metal globe and nozzle. Drum and brackets for fixing the equipmets on wall. connections from riser with 25mm dia stop gunmetal valve and MS pipe and socket 30M (DSR Code No. 18.17.1)

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd , for sutitable dia MS pipe connection conforming to IS-904 AS REQUIRED. 4 WAY-150 mm dia MS pipe (DSR code No. 18.19.2).

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6mm thick stainless steel, grade 304, sheet with 3mm dia hole with stainless steel flange. 250mm dia. (DSR code No. 18.15.5)

Supplying and fixing air vessel made of 250mm dia, 8mm thick MS sheet, 1200mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. (DSR code No. 18.20).

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI markedcomplete with nuts, bolt, washers, gaskets conforming to IS 13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.8). 250mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolt, washers, gaskets conforming to IS 13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.6). 150mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolt, washers, gaskets conforming to IS 13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.5). 100mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolt, washers, gaskets conforming to IS 13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.4). 80mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolt, washers, gaskets conforming to IS13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.3). 65mm dia

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze /gunmetal seat duly ISI marked complete with nuts, bolt, washers, gaskets conforming to IS13095 OF FLOWING SIZES AS REQUIRED (DSR code No. 18.11.2). 50mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.8). 200mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.7). 150mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.5). 100mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.4). 80mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.3). 65mm dia

Providing, installation, testing and commissioning of non- return valve of following sizes confirming to IS 5312 complete with rubber gasket. GI bolt, nuts, washers etc. as required (DSR code No. 18.14.2). 50mm dia

Providing and fixing of pressure switch in M.S pipe line including connection. (DSR code No. 18.22).

(A) Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects as required (Diesel Driven Pump) (B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (C) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. (D) M.S. fabricated, comon base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads. 2850 LPM at 88 M Head( DSR 18.2.1)

Supplying, installation, testing and commissioning of electric driven. Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required. (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520 (b) suitable HP squirrel cage induction motor, TEFC, synchronous speed 1500 RPM ,suitable for operation on 415 volt, 3 phase 50 Hz, ac supply with IP 55 protection for enclosure, horizontal foot mounted type with class `F` insulations, conforming IS-325 FOR HYDRENT SYSTEM. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plaastered with anti vibration pads. 2850 LPM suitable for 88 Mtr Head. (DSR Code No. 18.1.1).

Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required: (WATER CURTAIN )Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS:1520. Suitable HP squirell cage induction motor IEFC type suitable for operation on 415 volt, 3 phase 50 HZ AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with class-`F` insulation, conforming to IS:325 MS fabricated common base plate, coupling ,coupling guard, foundation bolt etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pad. 900 LPM suitable for 35Mtr. (DSR code No. 18.4.1)

Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required, (Jockey Pump ) Horizontal type , multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS1520. Suitable HP squirell cage induction motor tefc type suitable for operation on 415 volt, 3 phase 50 HZ AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with class- ` F` insulation, conforming to IS: 325 M .S fabricated common base plate, coupling, coupling guard, foundation bolt etc as required. Suitable cement concrete foundation duly plastered and with anti vibration pad. 180 LPM suitable for 88Mtr. (DSR code No. 18.3.1)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed /XLPE aluminium conductor cable of 1.1 KV grade as required 3.CORE x 95 sq. mm (From Fire Fighting Control Panel to main fire AND SPRINKLAR pump). (DSR code No. 9.1.13)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed /XLPE aluminium conductor cable of 1.1 KV grade as required. 3 CORE x 35 sq.mm (From Fire Fighting panel to jockey pump) (DSR code No. 9.1.10)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1KV grade as required. 4 core x 1.5 sq .mm For pressure switch to fire panel and fire annuciator panel and flow switch) supplying and drawing FRLS PVC insulated copper conductor cable (DSR code No. 1.17.4)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1KV grade as required. 3.CORE x 10 sq. mm (From Fire Fighting Control Panel to main fire pump) (DSR code No.9.1.7).

Providing and fixing flow switch in following sizes M.S pipe including connection etc as required. 150mm dia make system sensor/hd/ new age.(DSR-18.23.2).

Providing, fixing, testing and commissioning of installation control valve of cast iron body, brass /bronze working parts comprising of water moter alarm , bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser / sprinkler system activates, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves MS Pipe of required size, Flanges, Orifice plates, gasket stc. of following sizes as required 150mm dia (DSR code No. 18.24.3)

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.10) 250mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.9) 200mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.8) 150mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.7) 100mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.6) 80mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.5) 65mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.4) 50mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.3) 40mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.2) 32mm dia

Providing laying ,testing and commissioning of (C) class heavy duty MS pipe conforming to IS-3589/IS-1239 including Welding ,fittings like elbows, tees, flanges, tapers, nuts bolt, gaskets etc. And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required. (DSR 18.7.1) 25mm dia

SITC of INTERNAL OR EXTERNAL weather proof standard fire hose cabinet (750 mm x 600mm x 250mm deep) for yard hydrants made of 16 SWG powder coated M.S. sheet having single or double opening glazed (4.0 mm thick glass) shutter including necessary locking arrangement by allan key, stove enamelled Fire red finish with `Fire Hose` marked on front, suitable for housing 2 nos. Hose pipe, 1 No. branch pipe and nozzle spanner. (NS)

SITC of fire brigade draw off connection confirming to IS : 4038-1986 with 150mm Non return valve/ strainer including necessary fittings the word FIRE BRIGADE DRAW OFF to be painted on the box complete all as specified and directed.(NS).

Providing, fixing, testing and commissioning of 100mm dia Burden type, Stainless Steel dial type pressure gauge (in Pump Room) including brass isolation valve and pipe having caliberation of 0-15Kg/cm2. (NS).

SITC OF DOL type fire pump panel suitable for 900 lpm fire pump 415 V plus /-6 volts, panel shall be free standing floor mounting sheet metal enclosed dust and verming proof. Panel shall be provided with heat shrinkable sleeves and shall be colour coded. The panel shall be suitable for cable entry from top or bottom. The minimum fault rupturing for all incoming and outgoing switch/ breakers shall be 35 KA. The panel shall be fabricated. Auto manual Starters with change over system. (NS)

Provided and fixing auto glow exit signs and indication signs size 12`x 6`, Indication every exit point, fire extinguisher. (N.S)

SUPPLY AND INSTALLATION of ISI marked (ISI MARK 15683) portable Co2 fire extinguisher of capacity 4.5kg flat base including valve, discharge one meter long hose of meter complete in all respect with explosive certificate. (NS)

SITC of ISI marked (IS: 15683) portable ABC multipurpose filled by 90% (MAP ) mono amonioum phosphate powder , nitrogen pressurised type fire extinguisher, Capacity 6 kg with 90% map complete in all resp. (NS)

SITC of 10kg modular type self operated on 68° temperature Clean Agent type CE certified Fire Extinguisher with 9 ltr foam AFFF foam type filled with NAFPIV clean agent gas MAKE location electrical shaft, electrical control room servar room other places where water or other chemical are prohibited.(NS).

SITC of ISI marked (IS: 2878) portable Co2 fire extinguisher of capacity 22.5 kg flat base including valve discharge hose of not less than 10mm dia. meter complete in all respect including initial fill with Co2 gas confirming to IS 307-1966 and filled to filling ratio of not more than 0.367. (NS).

SITC OF 46mm steel fire check door of 120 min fire rating confirming to bs 476 part -22 and is 3614 part-11 fabricated with 2 no, 1mm thick galvanized steel sheet sandwiching with proprietary fire resistant insulation materials in between. The door frames are manufactured from 1.5mm thick galvanized steel sheet pressed from to double rebate profile of size 143mm x 57mm. the door frame and door shutters to finish with powder coating SITC OF 2hr fire rated metal DOOR MAKE. location- basement stair case, electrical control room and all floor stir case where there is no natural vantilation (N.S.)

Recovery of Good Bricks (Reserve price i.e Rs. 4.5/- Each) (NS)

Recovery of Brick Bats (Reserve price i.e Rs. 500/- per cum) (NS)

Recovery of Good Tile Bricks (Reserve price i.e Rs. 5/- Each) (NS)

Recovery of Old Doors (Reserve price i.e Rs. 1500/- Each) (NS)

Recovery of Old Windows (Reserve price i.e Rs. 1200/- Each) (NS)

Recovery of Old Steel (Reserve price i.e Rs. 35/- Kg) (NS)

Recovery of Old Fans (Reserve price i.e Rs. 500/- Each) (NS)

Recovery of Paver Blocks (Reserve price i.e Rs. 7/- Each) (NS)

Earth work in Excavation by mechanical/manual means in foundation and basement for all widths up to a depth of 4.5 Mtrs. and for in all type of soil/Rock/ boulder/kankar etc. as encountered at site including disposal of excavated material for all lead and lift. The Excavated material shall be the Property of department. This Material shall be disposed as per direction of the department. The permission required from mining department shall be obtaining by the contractor at his cost. Part of the excavated material shall be used for refilling as per direction of the Department. (NS)

Deepak Kumar Contractor

Shree Ramji Dass Builders