C/O Building for Establishment of Destitute Home for Women and Working Women Accomodation at Chimpu, Itanagar.

Amount

BUILDING PORTION:- . SH : I : EARTH WORK:- . Surface dressing of the ground including removing vegitation and in equalities not exceeding 15 cm depth and disposal of rubbies lead upto 50m and lift upto 1.50m.

Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

Providing and injecting chemical emulsion for pre-construction antitermite treatment and errecting chemical borrier under floor and all round the columns, pillars, walls, trenches, bank not excavation top surface of plinth junction of wall and floor among the external perimetre of building expansion joints, surrounding of pipe and conducts etc. complete.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

SH :II : CEMENT CONCRETE WORK.- Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).

Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.

SH : III : R.C.C. WORK:- . Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with M20( 1cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

a) Centring and shuttering including strutting, propping etc and removal of form work for : Foundation, footings, bases of columns etc. and mass concrete.

b) Centring and shuttering including strutting, propping etc and removal of form work for : Columns, pillars, posts and struts etc.

c) Centring and shuttering including strutting, propping etc and removal of form work for : Lintels, beams, girders, bressumers and cantilevers etc.

d) Centring and shuttering including strutting, propping etc and removal of form work for :Suspended floors, roofs, landings shelves and their supports balconies and chajjas (3.5m height).

e) Centring and shuttering including strutting, propping etc and removal of form work for : Stairs (excluding landing) except spiral stair cases.

Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.

SH : IV : BRICK WORK.:- . Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).

Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.

Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.

Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.

SH : V : WOOD WORK:- . Providing approved best available local wood (Class B-II) work in frames of doors, windows, clerestory window and other frames, wrought framed and fixed in position.

Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a) 40 mm thick including anodized aluminum butt hinges with necessary screws.

Providing and fixing factory made plastic door shutters, decorative type including door frame, with necessary screws and all fittings as per the direction of Engneer-in-charge.

Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. a) Ornamental Grill.

Providing and fixing aluminum butt hinges anodised, transparent or dyed to required color or shade with necessary screws etc complete. a) 100 x 63 x 4 mm

Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 250 x 10 mm

Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm

Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm

SH : VI : STEEL WORK.:- . Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.

Providing and fixing Stainless Steel railing in cut-out & staircases with fixing of toughened glass, 900mm high consisting of 80mm dia Stainless steel pipe as handrail, 10mm thick toughened glass in equal sizes and numbers fixed to vertical stainless steel post with brackets etc complete as details of drawing and as per direction of Engineeer -in-charge.

SH : VII : FLOORING:- . Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorptions less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. a) Size of Tile 60x60 cm

Providing and laying vitrified tiles skirting over 20 mm (average) thick base laid over joints with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with cement mortar 1:4 (1 cement : 4 sand)..

White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3 (1 cement: 3 coarse sand) painted with white cement slurry.

SH : VIII : FINISHING:- 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.

Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.

Painting two coats with oil wood preservatives of approved brand and manufacture on new work.

Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood complete.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.

Applying one coat of cement primer of approved brand and manufacture on wall surface.

Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.

Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

SH : IX : ROOFING:- . Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). c)150 mm diameter pipe

Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. c)150 mm diameter pipe

Providing Alumunium Troughed Sheet Roofing fixed with 'J' hooks,bolts,nuts, washer with bitumen (the 'J' hook,nut and bolt are as per IS:733 of 1983) and limpet washer filled with white lead complete excluding the cost of the purlins,rafters and trusses. a)Using 0.65 mm thick Alumunium Troughed Sheet

Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).

Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. a) Best local approved quality wood.

Extra for making chamfered edges of beading.

SH : X : DRAINAGE:- . Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.

Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 150 mm dia S W pipe

Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design.a) 150 mm dia S W pipe

Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm 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 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg),

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.

SH : XI : WATER SUPPLY.:- . Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15mm nominal bore.

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).a) 20mm nominal bore.

Providing and fixing brass bib/pillar cock of Jaguar or equivalent quality.a) 15mm nominal bore.

Providing and fixing brass stop cock of Jaguar or equivalent quality.a) 15mm nominal bore.

Providing and fixing PVC connection pipe with brass union 30cm length.a) 15mm nominal bore.

Painting G.I. Pipes and fitting with white paint over a coat of ready mixed priming coat of approved quality for new work.a) 15mm dia pipe.

Providing and fixing sand all round GI pipes in external work.a) 20mm dia..

SH : XII : SANITARY INSTALLATION:-. Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.a) WC pan with white plastic seat and lid.

Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.

Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.

Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws.

Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).a) 750 x 20 mm

Providing best available local wood 50 x 50 x 50 mm wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand).

Providing and fixing sand cast iron cast/iron (spun) soil, waste and vent pipes. b) 100 mm dia.

Providing and fixing sand cast iron heel rest sanitary bend. b) 100 mm dia.

Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 x 100 x 100 mm

Providing and fixing sand cast iron single equal plain junction of required degree.a) 100 x 100 x 100 mm

Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.a) 100mm inlet and 100mm outlet.

SH : XIII : MISCELLANEOUS:- . Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. a) 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 PVC / neoprene gasket required (Fittings shall be paid for separately).

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of aluminium snap beading shall be paid in basic item):. a) With stainless steel cover plate

Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as equired, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)

Grading roof for water proofing treatment with (a) Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Painting top of roofs with bitumen of approved quality at 17kg per 10sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked oil complete. (a) With residual type petroleum bitumen of penetration 80/100

SH : XIV SEPTIC TANK:- . Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidat-ing each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.

Concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforcement of RCC work including bending, binding and placing in position complete.

Centring and shuttering including strutting, propping etc. and removal of form work for: a) Suspended floors, roofs, landing shelve and theirsupports, balconies and chajjas (3.50m height)

Centring and shuttering including strutting, propping etc. and removal of form work for: b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12 mm thick cement plaster 1:3( 1 cement : 3 fine sand)

Neat cement punning

Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 50 mm thick.

Providing and fixing C.I manhole cover.

SH : XV : INTERNAL ELECTRIFICATION (WIRING):- . Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5mm² FR PVC insulated copper conductor single core cable etc as required.(Group "A")

Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5mm² FR PVC insulated copper conductor single core cable etc as required.(Group "B")

Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5mm² FR PVC insulated copper conductor single core cable etc as required.(Group "C")

Wiring for twin control light point with 1.5 mm² FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, 2 way Piano type switch, phenolic laminated sheet, suitable size M.S.box and earthing the point with 1.5 mm² FR PVC insulated copper conductor single core cable etc as required

Wiring for light / power plug with 2x4 mm² FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit alongwith 1 No 4 mm² FR PVC insulated copper conductor single core cable for loop earthing as required

Wiring for circuit /sub-main wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required (2 x 2.5 mm² + 1 x 2.5 mm² earth wire)

Wiring for circuit /sub-main wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required (2 x 4.0 mm² + 1 x 4.0 mm² earth wire)

Wiring for circuit /sub-main wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required (4 x 25.0 mm² + 2 x 16.0 mm² earth wire)

SH : XVI : INTERNAL ELECTRIFICATION & ACCESSORIES :- . Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. (32 mm)

Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. (40 mm)

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. (150 mm x 75 mm x 60 mm deep)

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. (150 mm x 150 mm x 60 mm deep)

Supplying and fixing following piano type switch/socket on the existing switch box / cover including connections etc as required. (5/6 Amp Switch)

Supplying and fixing following piano type switch/socket on the existing switch box / cover including connections etc as required. (3 pin 5/6 amp socket outlet)

Supplying and fixing following piano type switch/socket on the existing switch box / cover including connections etc as required. (Telephone socket outlet)

Supplying and fixing following piano type switch/socket on the existing switch box / cover including connections etc as required. (Internet Outlet)

Supplying and fixing of Ceiling rose on the existing junction box/wooden block including connection etc as required

Supplying and fixing of brass batten / angle holder including connection etc as required

Erectin of wall bracket / ceiling fittings of all sizes and shapes containing upto two GLS lamps per fitting, complete with all accessories including connection etc as required

Providing and fixing plain 16/0.20 mm twin twisted, flexible, FR PVC insulated, copper cable, in polythene sleeve, or conduit of suitable size on the floor/wall, or side of the table / door etc as required

Providing and fixing plain 16/0.20 mm twin, FR PVC insulated, PVC sheathed, flat flexible copper cable on the floor / wall, or side of the table / door etc as required

Suppying of PVC Junction box 2way, 3 way and 4 way

Supply of PVC Bend 20mm /25mm

Installation, testing and commissioning of pre-wired, fluorescent fitting of all types, complete with all accessories and tube etc directly on ceiling / wall, including connection with 1.5 mm² FR PVC insulated, copper conductor, single core cable and earthing etc as required

Installation of exhaust fan upto 450 mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc.as required

Extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes

Supplying of 4'-40 watt Decorative single box type tube fitting with all accessories as required

Supplying of 2' - 20 watt Single Box type flourescent tube fitting complete as required

Supplying of exhaust fan of 300/380 mm sweep

Supplying and fixing of Ding Dong call bell and bell push suitable for 230 V AC supply with all accessories etc. as required.

Supplying & fixing of 4'-40' watt flourescent tube.

Supplying & fixing of 100/60 watt incandescent lamp.

Providing 15A, five in one switch socket combined.

Supplying and fixing of decorative garden light fitting complete

Supplying of Bakelite round sheet 4" diameter

Supplying of PVC flexible pipe of 1" diameter

Suppying of 18 SWG PVC insulated Copper earthing wire

Supplying and Providing of Celing fan

Supplying of Al. Thimble of following sizes :-(35 sqmm)

Supplying of Al. Thimble of following sizes :-(95 sqmm)

Drill Bit of size 1/2"

Supplying of Machine Screw of sizes:- (1x1/2")

Supplying of Machine Screw of sizes:- (3/4")

Supplying of Machine Screw of sizes:- (1")

Supplying of Machine Screw with Nut of size 2" length

Supplying of white coloured brass washer

Supplying of Nuts & Bolts of 1" length

SH : XVII : INTERNAL ELECTRIFICATION (EARTHING):- . Earthing with G.I. earth pipe 4.5mtr. long, 40 mm dia including accessories, and providing mesonary encloser with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as required

Extra for using Salt & Charcoal for pipe earth electrode as required.

Earthing with GI earth plate 600mm x 600mm x 6mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as required

Extra for using salt and coke for GI or copper plate earth electrode as required

Supplying and laying 25mm x 6mm G.I.strip at 0.5 metre below ground as strip earth electrode, including soldering etc. as required

Providing and fixing 25mm x 5mm G.I.strip in 40mm dia G.I. pipe from earth electrode, as required

Providing and fixing 25mm x 5mm G.I. strip on surface or in recess for connections etc as required

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith existing surface / recessed conduit / submain wiring / cable as required

Supplying & fixing of lightning conductor on the roof of the building

Earthing with Copper earth plate 600mm x 600mm x 3mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as required

Extra for using salt and coke for GI or copper plate earth electrode as required

Supplying and fixing 25mm x 5mm Copper in 40mm dia G.I. pipe from earth electrode as required

Providing and fixing 25mm x 5mm copper strip on surface or in recess for connections etc as required

SH : XIIIV : APPROACH ROAD :- . EarthPreparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

SH : XX : RETAINING WALL:- . Earth work in excavation of foundation of structures as per drawing and technical specification, i/c setting out, construction of shoring and bracing, removal of stumps and other deterious matter, dressing of side and bottom and backfilling with approved materials. (By Manual Means upto 3 m depth). . a) Ordinary Soil

Earth work in excavation of foundation of structures as per drawing and technical specification, i/c setting out, construction of shoring and bracing, removal of stumps and other deterious matter, dressing of side and bottom and backfilling with approved materials. (By Manual Means upto 3 m depth) . b) Ordinary Rock (not requiring blasting)

Sand filling in foundation and trenches as per drawing and technical specification.

Plain/Reinforced cement concrete in open foundation complete as per Drawing and Technical specifications. a) PCC Grade M15

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical specifications. a) Random Rubble Masonry

Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specifications. a) Granular material

SH : XX STEEL GATE :- . Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete.

Centring and shuttering including strutting, propping etc and removal of form work for b) Column, pillars, posts and struts etc.

Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.

Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. a) In Tees, Angles and Channels

15 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

White washing with whiting on new work (three or more coats) to give even shade.

Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

SH : XXI: BOUNDARY WALL :- . Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) Ordinary Soil

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete.

Centring and shuttering including strutting, propping etc and removal of form work for b) Column, pillars, posts and struts etc.

Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.

Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).

Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. a) In Tees, Angles and Channels

Providing and fixing G.I. barbed wire weighing 29 Kg/100 mtr complete as per the direction of Engineer-in-charge.

15 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

White washing with whiting on new work (three or more coats) to give even shade.

Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

SH : XXII : PARKING :- . Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

M/S GODAK BIDA

M/S GEORGE CONSTRUCTION