Construction work of Residential Buildings of Thana Bharampuri in Meerut district.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 500 mm dia piles

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity -Initial test (Test Load 2.5 times the Safe capacity)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity- Routine test (Test Load 1.5 times the Safe capacity)

Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. (Upto 1.5m depth)

Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. (Upto 1.5m to 3.0 m depth)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work.

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum- R.C.C .work in Tie Beams(M-30)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum-R.C.C. Work in Footing /Raft(M-30)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum- R.C.C. Work in column (M-30)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum- R.C.C. Work in Stretch/Floating Slab(M-30)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level - (Concrete of M30 grade with minimum cement content of 350 kg /cum)- R.C.C. work in lintel/slab/beam/column (stilt to fourth floor)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level - (Concrete of M30 grade with minimum cement content of 350 kg /cum)- Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. (Fifth floor to Eight floor)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level - (Concrete of M30 grade with minimum cement content of 350 kg /cum)- Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. (Nine floor to twelfth floor)

First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work.

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

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 V level in : (1:6 cement : coarse sand)- (Stilt to fourth Floor)

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 V level in : (1:6 cement : coarse sand)-Extra for brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. (Fifth floor to Eight floor)

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 V level in : (1:6 cement : coarse sand)- Extra for brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. (ninth floor to twelth floor)

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 V level in : Cement mortar 1:4 (1 cement : 4 coarse sand) (Stilt to fourth Floor

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 V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)-Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. (fifth floor to eight floor)

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 V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)-Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. (ninth floor to twelth floor)

Thermo-Mechanically Treated bars of grade Fe-500D work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Upto Plinth Lvl.

15mm thick plaster in 1cement : 4 coarse sand in plinth

15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. 1 cement : 6 Course sand Above Plinth Lvl.

12 mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive.1 cement : 6 coarse sand.

Making drip coarse sand in sun shades or facia with 1:3 cement and fine sand mortar as per direction of Engineer-in charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

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. Size of Tile 600x600 mm

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 & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm

Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc.Area of slab over 0.50 sqm

Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. (100 mm C.C. Floor with Trimixing)

25 mm thick 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) :.

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.

Providing and fixing 1st quality ceramic glazed floor 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.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.-(a) Single leaf

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.- (b) Double leaf

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding- M.S. Hold fast for doors and windows, M.S. Grill, Z-Section winodws (Openable)

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

Providing and fixing fly proof Stainless steel grade 304 wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm

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 : 35 mm thick shutters (Kiln seasoned and chemically treated hollock wood)

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : . New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Inside walls)

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

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing & fixing stainless steel 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. (a) 300mm x 16mm

P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. -(a) 300 mm x 10mm

P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. (b) 200 mm x 10mm

Providing & fixing stainless steel 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. 125 mm

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

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Fixing panes of glass with atul or equivalent I.S.I. marked quality putty, brads and springs complete. (a) 4 mm thick.

Construction of drain along with apron.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (a) Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) Both Side Laminated.

P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.

S/F of cinder for sunken portion of toilets & kitchen as per directions of E/I.

Providing and laying water proofing treatment in sunken portion of W.C., bathroom etc, by applying cement slurry mixed with water proofing cement compound consisting of applying :- (a) First layer of slurry of cement @ 0.488 Kg/Sqm mixed with water proofing cement compound @ 0.253 kg/Sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 Kg/Sqm mixed with water proofing cement compound @ 0.126 kg/Sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment.

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

Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge.

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. UPTO PLINTH LVL.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. . Suspended floors, roofs, landings, balconies and access platform. ABOVE PLINTH LVL

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. Lintels, beams, plinth beams, girders, bressumers and cantilevers. ABOVE PLINTH LVL

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. Columns,Pillars, Piers, Abutments, Posts and Struts. ABOVE PLINTH LVL

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 (White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests)

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 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 (W.C. pan with ISI marked white plastic seat and lid)

Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require. a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture.

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 ( Kitchen sink with drain board -510x1040x200mm)

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. (Semi rigid pipe 40mm dia)

Providing and fixing 600x450 mm beveled 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.

Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. (15mm nominal bore)

ÍProviding & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.- 150mm diameter S.W. PipeÍProviding & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.- 250mm diameter S.W. Piped
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 300x300 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:- 150 x 100 mm. size P type- With Sewer bricks conforming to IS : 4885fConstructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75- (i) For Sewer Line~Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75- Extra for depth of man hole size 90x80 cm ÚProviding M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design- With 20x20 mm square bará
Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work.- 75 mm O.D.â
Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work.- 110 mm O.D.ÃSupply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.KSupply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.- Size 110 mm Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.¸
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (For pipes 100 to 250mm diameter)à
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (Pipes, cables etc. not exceeding 80mm dia.)oProvding and fixing gun metal non return valve of approved quality (screwed end). 80 mm nominal bore (Vertical)‚Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work- 50mm nominal bore.‚Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work- 80mm nominal bore.xProviding & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. - 50 mm diameter pipexProviding & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. - 80 mm diameter pipenProviding and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. -50 mm nominal boreoProviding and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. - 80 mm nominal boreConstructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricksÂMaking connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm dia nominal bore
Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset with panel (Type-Vertical Centrifugal,Make-LUBI (1 working + 1 Standby) = 1 Set, Discharge in LPH : 8000 LPH, Head in Mtrs. : 8-10 Mtra, Motor Power--1.50 HP, RPM-2900)
Supply, installing, testing and commissioning of vertical multistage pump for water supply with panel. (Type-Vertical Multistage pump, Model-LCR20-05, Make-LUBI (1 working + 1 Standby) = 1 Set, Discharge in LPH : 20000 LPH, Head in Mtrs. : 60 Mtr, Motor Power-7.50HP, RPM-2900)=
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. - In all kind of soil upto 1.5m depth+
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 1.5m to 3.0m. depth+
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 3.0m to 4.5m. depth+
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 4.5m to 6.0m. DepthàProviding and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).ŸBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)w
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)·Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tnsile steel bars.Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameterÈ
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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.<
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size diaËSupplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.éSupplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.ÞGravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.ÐProviding, laying and joining glazed stone ware 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. 200mm diameterÌProviding & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 200mm diameter S.W. Pipe3Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.¸Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. depth62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.EProviding and fixing C.I. tee at the inlet and outlet of septic tank.'Providing & fixing 75mm dia vent pipes.8Providing & fixing of 75mm dia cast iron terminal guard.žProviding and fixing in position precast RCC manhole cover and frame of required shape and approved quality. L.D. -2.5- Circular shape 450mm internal diameterßMaking soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) œ
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 five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) R.C.C.work in column
Same as in item no. 8 above but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.ä
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Fabrication of hold fast for door chaukhats and windows, grill / railing. ,Z-section steel windows. OFixing of Door, windows/ventilators chaukhats in position. (a) Window chaukhats“Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used (a) With G.I. barbed wire.With G.I. barbed wirerSupplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover7Providing and fixing ball bearing for rollong shutters.Interlocking tiles in courtyardcLintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thickcSuspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick.s
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.Ÿ
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. Extra for additional Lift above 1.50m depthKAnti termite treatment under foundation, floor and all around the building.ÌProviding and laying Cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 stone ballast) under foundation and floor including cost of all material, labour and T&P etc. complete as per direction by E/I. <Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum RCC wall/slab/beam
Mild Steel or iron in plain work such as reinforced cement concrete (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of all material, labour and wastage & overlapping.±Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.—Supplying and fixing C.I. cover without frame for manholes :560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg.yProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore^Providing and fixing gun metal non- return valve of approved quality (screwed end) :HorizontalpProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal boreÙBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)y12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sandy15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand-Finishin wall with Water profing cement paintèFinishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)¦Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).|
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.êProviding 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 :. 250mm x 16mm . XCentering and shuttering Foundations, footings, bases of columns, etc. for mass concree{Centering and shuttering Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick{Centering and shuttering Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thickxCentering and shuttering Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc._Transportation Charges of drilling equipment including assembly and other material as required.)Drillin

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switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required. TV antenna socket outlet5¥®Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required. Bell Push5¥{Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.+©Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 module(75mm X 75 mm ).5Œ

Supplying and fixing existing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. in existing board.úßSupplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. #)éSupplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. #)}Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. +USupplying and fixing brass batten/angle holder including connectionetc. as required. .´S/F of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required.&tSupplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. &\Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes.  'ôSupply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, `C` curve including connections, painting etc. as required. 'ÅSupply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect Current(BLDC) motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise= 75 degree C(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.T`T
Supplying and fixing following way, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess complete with , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 4 way (4 + 12), Double doorLc9
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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way , Double door-
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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way , Double door-
ùSupplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB) suitable for inductive load of Single Pole in the existing MCB DB complete with connections, testing and commissioning etc. as required.'GabhbSupplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required."0£Supply and fixing following rateing four pole, 415 V, isolator in the existing existing MCB DB complete with connections, testing and commissioning etc. 63 A$-÷
Supplying and fixing following rating, double pole, (single phase and neutral),

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n Oil trip indication (ix) Engine Running Hours indication (x) Fuel Level (C) Alternator: Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364 (Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- Hinsulation. (D) Base Frame & Foundation: Both the engine and alternator shall be mounted on suitable base frame made of MS channel including cost of foundation etc. complete in all respect. 62.50 Kva/58.5 KVA+ *౯+ثԈ吀䅒华但䵒剅㨠‭畓灰祬湩Ⱨ椠獮慴汬瑡潩整瑳湩⁧湡⁤潣浭獩楳湯湩Ⱨ漠瑵潤牯琠灹ⱥ漠汩挠潯敬Ɽ搠獩牴扩瑵潩牴湡晳牯敭Ⱳ猠極慴汢⁥潦⁲″桰獡ⱥ㔠䠰ⱚ䄠⁃畳灰祬‬慲整⁤畴湲瘯汯慴敧爠瑡潩漠⁦ㄱ噫〯㐮㌳噫䐬湹ㄠ‱敶瑣牯朠潲灵‬数捲湥慴敧椠灭摥湥散漠⁦⸴┵‬楯浩敭獲摥渠瑡牵污祬挠潯敬⁤伨䅎⥎洠捥慨楮浳挬牯⁥慭敤漠⁦潧摯焠慵楬祴䌠䝒ⱏ眠湩楤杮⁳慭敤漠⁦潤扵敬眠畯摮挠灯数Ⱳ椠獮汵瑡潩汣獡⁳ⱁ愠灰潲敶⁤慤杮牥愠摮愠捲映慬桳猠杩慮敧⁳湡⁤楷桴愠汬挠浯潰敮瑮⁳獡洠湥楴湯摥椠佂ⱑ猠数楣楦慣楴湯⁳湡⁤䱓⁄…潣普物業杮䤠⁓ㄱ〸䰠癥汥䤭⁉潬獳獥‬潣灭敬整椠污敲灳捥獴愠⁳敲畱物摥愠⁴楳整‮慃汢⁥整浲湩瑡潩潢⁸楷桴搠獩潣湮捥楴杮映捡汩瑩⁹潦⁲ㄱ䬠⁖䱘䕐挠扡敬愠⁴ㄱ䬠⁖楳敤猠極慴汢⁥灵潴映牯ㄠ欱⡖⥅㌠⁃⁸〳‰煳浭堠偌⁅慃汢⁥慃汢⁥整浲湩瑡潩潢⁸楷桴搠獩潣湮捥楴杮映捡汩瑩⁹潦⁲′潎⁳⁘㈱‰煳浭†⸱‱噋朠慲敤堠偌⁅慣汢⁥瑡†⸰㌴″噋猠摩⹥传晦氠慯⁤慴⁰档湡敧⁲㔫琠‭㔱┠椠桴⁥瑳灥⁳景ㄠ㈮‵楷桴䄠剖䈠⁩楤敲瑣潩慮潲汬牥⁳潃獮牥慶潴⁲楷桴搠慲湩瘠污敶䔠牡桴湩⁧整浲湩污⹳䔠灸潬楳湯瘠湥⁴楷桴搠畯汢⁥楤灡牨条湡⁤楳桧⁴汧獡⹳删摡慩潴⁲楷桴琠灯☠戠瑯潴桳瑵漠晦瘠污敶‮楆獲⁴楦汬湩⁧景漠汩椠据畬楤杮洠歡⁥灵映汩⹬匠汩捩⁡敧牢慥桴牥眠瑩⁨楯敳污‮慒楴杮愠摮搠慩牧浡瀠慬整‮楁⁲敲敬獡⁥汰杵‮畂档潨穬爠汥祡眠瑩⁨桳瑵漠晦瘠污敶‮楗摮湩⁧整灭牥瑡牵⁥湩楤慣潴⹲⠠呗⥉传汩琠浥数慲畴敲椠摮捩瑡牯‮伨䥔 慍敧慮楴⁣楯敬敶慧杵⹥倠敲獳牵⁥敲楬晥搠癥捩⹥䴠牡桳污楬杮戠硯眠瑩⁨慷整瑲杩瑨氠捯慫汢⁥潣敶⁲楬⁤湡⁤污獡潳楣瑡摥愠捣獥潳楲獥愠⁳数⁲捳敨畤敬⁳湡⁤灳捥晩捩瑡潩獮‮楏畳杲⁥敲慬⹹䤠据畬楤杮挠獯⁴景映畯摮瑡潩⹮䌠浯汰瑥⁥湩愠汬爠獥数瑣‮〵‰癋⁡䴨歡ⵥ欠物潬歳牡‬牃浯瑰湯☠攠畱污湡⥴# "A%ɀ"׽#一协̮畣ͭ呑Ɍ䝋䴀剔̮低ѓ䵒⹔匀䵑̮低Ԯ敍牴ե敭牴ͥ畃ɭ杋䴀瑥牥䴀ʳ㉍儀汴Ȯ뉍欀է潈牵

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