Construction of JE Office Cum Residence Building at Upper Bhambla in tehsil Baldwara Distt. Mandi

Amount

Excavation in foundations, trenches etc. in all kinds and classification viz pick work, jumper work, blasting work and hard blasting work including chiseling and bailing work in saturated shorting, strutting and pumping or bailing out water (surface and sub soil water) and removal of slush upto any depth, stacking the excavated soil and the refilling trenches in 250 mm (two hundred fifty millimetre) layers, ramming and dressing and watering etcetra and dressing of sides, bottoms etcetra including shoring and shuttering complete in all lead and lift and as per direction of Engineer-in-charge within all leads and lifts and other incidentals.

Providing form work with steel plates 3.15mm. (Three point one five milimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into Thirty into Five milimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetera. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:

Foundations, footings basis of columns etcetera and mass concrete as per direction of Engineer-in-charge within all leads and lifts and other incidentals.

Flat surface such as soffits of suspended floors, roofs landing and the like Floors etc. Upto 200mm. (Two Hundred milimetre) In thickness as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Vertical surfaces such as walls (any thickness)partitiohs and the like including attached pillasters buttresses,plinth and string courses and the like: Columns, pillars, posts and struts as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Stair cases with sloping or stepped soffits exculding landing as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Beams, cantilever, girders and lintels: Sides and soffits of beams, beam haunchings, cantilevers, exceeding 1 Mtr. (One metre) In depth in all heights from floor as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Edges of slabs and breaks in floors and walls: Under 20 cm (twenty Centimetre) wide as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying cement concrete 1:2:4 (One Cement : Two Sand : Four graded stone aggregate) 40 mm (Fourty milimetre) nominal size and curing complete excluding cost of centring and shuttering in: Foundation and Plinth as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying cement concrete 1:4:8 (One Cement : Four Sand : Eight graded stone aggregate) 40 mm (Fourty milimetre) nominal size and curing complete excluding cost of centring and shuttering in: Foundation and Plinth as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Cement coucrete 1:2:4 (One cement : two sand : four graded stone aggregate) 20 mm (twenty milimetre) nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

Foundations, footings basis of columns etcetra. And mass concrete as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Columns, pillars posts and struts upto floor two level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto floor two level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing mild steel/Tor steel reinforement for R. C. C. Work including bending, binding an dplacing in position complete upto floor two level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Squarerubble masonary coursed with hard stone of approved quality in foundation and plinth in Retaining walls/ Breast walls including rakingout joints in Cement Mortar 1:6 (One Cement: Six Sand) upto plinth level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Boulder filling dry hand packed tightly as in wire crate apron bund (Wire crates to be measured separately) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying damp proof course 50mm (Fifty milimetre) thick with cement concrete 1:2:4 (One Cement:Two Sand: Four Stone Aggregate) 20mm (Twenty milimetre) nominal size and curing complete as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Applying a coat of hot bitumen (mexphalt 8/100 (Eight/Hundred) or equivalent) using 1.70 kg (One point Seven zero kilogram) per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying 30 cm (Thirty centimetre) thick composit stone masonry with stone facing of chisel dressed stones one line dressed in cement mortar 1:6 (One cement :Six sand) and concrete backing with cement concrete 1:3:6 (One cement: Three sand: Six graded stone aggregate) 20 mm (Twenty milimetre) nominal size on inner face of walls including centring,shuttering and propping complete up to floor two level as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Precast concrete block masonry in partition walls 10 cm. (Ten centimetre) thick with solid block of approved size including quion blocks, jamb blocks, closer etc. made of cement concrete 1:3:6 (One cement:Three sand:Six graded stone aggregate) 40mm (Fourty milimetre) and down gauge in Cement Mortar 1:6 (One Cement : Six Sand) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing angle iron door,window,clerestory window frame manufactured from M.S.Angle iron section of 50X50X6 mm (Fifty into Fifty into Six milimetre) ,thickness including hinges jamb,lock jamb,beed and if required angle thrashold ofmild steel angle 50X25mm (Fifty into Twenty Five milimetre) welded or rigidly fixed by mechanical means,lugs with split end tails to Per Each jamb including steel butt hinges 2.5 mm (Two point fivemilimetre) thick with provision for locking arrangementand shock observer as specified and applying a coat of approved steel primer after preteatment of the surface as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying upto floor two level cement concrete 1:2:4 (One cement : Two Sand :Four graded stone aggregate 20mm (Twenty milimetre) nominal size) and curing complete including form work in : Mouldings as in cornices, window sills etcetra. Exceeding 15cm.(Fifteen centimetre) in girth as per direction of Engineer-in-charge within all leads and lifts and other incidentals.

Supplying and fixing rolling shutters of approved make made of 80x1.25mm (Eighty into One point Two Five milimetre) M.S laths interlocked together through their entire length and joined 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 pull operation complete but excluding the of the top cover and spring. Shutters having width below 2.5m (Two point five metre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 27.5cm (Twenty seven point five centimetre) long wire spring grade No.2 for rolling shutters as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing top cover for rolling shutters. Shutters having width bolow 3.5 metre (Three point five metre) as per direction of Engineer-in-charge within all leads and lifts and other incidentals.

Precast terrazzo tiles hydraulic compressed 20 mm (Twenty milimetre) thick with marble chips of specified sizes laid in floors treads of steps and landings on a bed of 25 mm (Twenty five milimetre) average thickness of cement mortar 1:6 (One cement :Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles(wherever required) incliding rubbing and polishing complete with tiles of shades White as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Precast terrazzo tiles 20 mm (Twenty milimetre) thick (with marble chips of specified sizes) in skirting and risers of steps not exceeding 30 cm (Thirty centimetre) in height on 10 mm (Ten milimetre) thick cement plaster 1:3 (One cement: Three sand)jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required)including rubbing and polishing complete with tiles shades White as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Kota stone slab flooring 20 mm (Twenty milimetre) (average) thick base of cement mortor 1:4 (One cement :Four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete 40 (Fourty milimetre) mm thick as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Kota stone slab 25 mm (Twenty Five milimetre) thick in risers of steps,skirting dado and pillars laid on 12 mm (Tweleve milimetre) (average) thick cement mortor 1:3 (One cement :Three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying spartic ceremic tiles 5.5mm (Five point five milimetre) thick in flooring 300 x300mm (Three Hundred into Three Hundred) size treads of steps laid on a bed of 12mm (Tweleve milimetre) thick cement mortar 1:3(One cement: Three sand) finished with flush pointing in white cement as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and laying marble work (Table rubbed and polished) in flooring on 20mm (Twenty milimetre) thick base in cement mortar 1:3(One cement: Three sand) including jointing with cement mortar 1:2(One white cement:Two marble dust) with an admixure of pigment to match the shade of the marble. 20 mm (Twenty milimetre) thick White makrana marble as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing flush door shutters interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains of cross bands and face veneers on both faces of shutters 35mm (Thirty Five milimetre) thick including black enamelled M.S. butt hinges as per per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows.including black enamelled iron butt hinges with necessary screws. 2nd clas deodar wood as per per direction of Engineer-in-Charge within all leads and lifts and other incidentals as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85g (Eighty Five grams) with wire of dia 0.56mm (Zero point five six milimetre) for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws 2nd class deodar wood as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Supplying and fixing glass panes with putty and nails including removal of broken glass panes wherever necessary Plain Glass 4mm (Four milimetre) thick as per per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 19mm (Ninteen milimetre) thick water proof commercial board in shelves/box for cup board with butt joints and fixing with nails and screws etcetera as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing 1mm thick M.S. Piano hinges finished with nickel plating flange being 35mm (Thirty five milimetre) wide fixing with necessary screws as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing water proof kit ply of standard quality ISI mark and approved shade and colour in panelling and wall linning including mitring at junctions, butt jointing and nails complete 12mm (Tweleve milimetre) thick as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. Complete: 300x16 mm (Three hundred into Sixteen milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etcetra. Complete.: 300x10 mm (Three hundred into ten milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

15x10 mm (Fifteen into ten milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etcetra. Complete125 mm (One Hundred Five milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100 mm (One Hundred milimetre) as per per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing bright finished hard drawn hooks and eyes 150mm (One hundred fifty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing bright finished brass ball catcher 10 mm (One Hundred milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing bright finished brass heaps and stapples (safety type) with necessary screws etcetra complete. 150mm (One hundred fifty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing M.S. double acting spring hinges bright finished with necessary screws etcetra. complete 150mm (One hundred fifty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 100mm (One Hundred milimetre) bright finished brass floor door stopper with rubber cushion screws etcetra. To suit shutter thickness complete as per per direction of Engineer-in-Charge within all leads and lifts and other incidentals as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 0.60mm (Zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns (Twenty microns) over 5 microns (Five microns) primer coating to back coat of polyster of 5 microns (Five microns) over 5 microns (Five microns) primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing ridges or hips 60cm (Sixty centimetre) overall with 0.60mm (Zero point Six Zero) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns (Twenty microns) over 5 microns (Five microns) primer coating + back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia (six milimetre) and prepainted G.I. limpet and bitumen washers complete with all accessories as required as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing valley 60cm (Sixty centimetre) overall 0.60mm (Zeropoint Six Zero milimetre) thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns (Twenty microns) over 5 microns (Five microns)primer coating back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

6mm (Six milimetre) Cement plaster 1:3(One Cement:Three Sand) finished with a floating coat of neat cement and thick coat of limewash on top of wall when dry for bearing of R.C.C Slabs and beams as per direction of Engineer-in-Charge with in all leads and lifts and other incidentals.

15mm (Fifteen milimetre) Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm( Eighty milimetre) in girth and finished even and smooth Cement Mortar 1:6 (One cement:Six sand) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

15mm (Fifteen milimetre) cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth. Cement Mortar 1:6 (One cement:Six sand) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matt finish to the surface complete as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer Details of cost for 10 sqm (Ten Square metre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matters sand papering and knotting Readymixed paint brushing wood primer pink as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Painting two coats(excluding priming coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with enamel paint other than white as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sq. (Four point Five Kilogram per Squaremetre) including filling the joints with approved adhesive complete 150mm (One Hundred Fifty milimetre) dia pipes as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing on wall faces PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete PVC Plain bend 150mm (One Hundred Fifty milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

PVC shoe 150mm (One Hundred Fifty milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. Pipes embedded in and including cement concrete blocks 10x10x10cm 1:2:4 mix ( One cement : Two sand : Four graded stone aggregate) 20mm (Twenty milimetre) nominal size and cost of cutting holes and making good the wall etcetra as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing under layer for plinth protection of 75mm (Seventy Five milimetre) thick (unconsolidated) bed dry brick/stone aggregated 40mm (Fourty milimetre) nominal size will rammed and consolidated and grouted with fine sand including preparation of ground as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing plinth protection 50mm (Fiftty milimetre) thick in cement concrete 1:3:6 (One Cement : Three Sand : Six Graded stoneaggregated 20mm (Twenty milimetre) nominal size detail of cost for 10 Square Metre (Ten square metre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (Fifteen into Twenty Two centimetre) in cement mortar 1:6 (One Cement : Six Sand) and inside plastring with cement plaster 1:3 (One Cement:Three Sand) including earth work and laying 10 cm (Ten Centimetre) cement concrete in 1:5:10 (One Cement : Five Sand : Ten graded stone aggregate) of 40 mm (Fourty milimetre) nominal size and 7.5cm (Seven point Five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate) of 20 mm (twenty milimetre) nominal size and finished with a floating coat of neat cement complete as per standard design as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and Fixing vitreous China wash down, water closet squatting pan (Indian type W.C. Pan) size 580 (Five Hundred Eighty milimetre) mm (Earth Work, bed concrete, foot rest and trap to be measured and paid for separately) Orissa Pattern as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing & fixing 100 mm (One Hundred milimetre) size 'P' or 'S' trap for water closet (squatting pan) including jointing the trap with the pan and soil pipe in cement mortar 1:1 (one Cement : one Sand) Sand Cast iron as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing vitreous China wash down, water closed (European type. W.C. Pan)with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1 (One Cement:One Sand): Angle Indian Universal closet as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 10.0/12.50/15.00 litres (Ten/Tweleve point Five Zero/Fifteen litres) vitreous China low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valve less syphon, 15mm nominal size brass ball valve with ball valve with polythene float, C.P. Brass handle, unions and Couplings for connections with inlet, outlet and outlet and overflow pipes, 40mm dia C.P.. flush bend and making including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for separately) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing in position with clamps, etcetra. 32mm (Thirty Two milimetre) nominal internal diametre galvanised steel tube flush pipe for high level fiushing cistern including connecting the flush pipe with cistern and closet and making goodthe walls and floors as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing plastic seat (Solid / Hollow type) and cover for wash down water closet with C.P. Brass hinges and rubber buffers Coloured plastic seat and cover as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing vitreous China wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings: 630mm x 450mm (Six Hundred Thirty into Four Hundred Fifty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing kitchen sing with C.I. Or ,. S. Brackets, painted white inculding cutting holes in walls and making good the same but excluding fittings 600mm x 450 x 250mm (Six Hundred into Four Hundred Fifty into Two Hundred Fifty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing chromium plated brass soap dish with C. P. Brass brackets fixed to wooden cleats with C. P. Brass screws as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C. P. Brass waste for wash basin or sink: 32mm (Thirty Two milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing P.V.C. Connection with brash unions 15mm (Fifteen milimetre) nominal bore as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C. P. Stop cocks: 15mm (Fifteen milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C. P. Brass pillar tap with Capstan head as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C. P. Brass bib tap with Capstan head: 15mm (Fifteen milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 600mm x 450mm (Six Hundred into Four Hundred Fifty milimetre) bevelled edge mirror of superior glass mounted on 6mm ( six milimetre) thick A. C. Sheet or plywood sheet and fixed to wooden plugs with C. P. Brass screws and washers as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C. P. Brass Towel rail complete with C. P. Brass brackets fixed to wooden plugs with C. P. Brass screws: 600mmx20mm (Six Hundred into Twenty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing C.P. Brass shower rose with 15mm (Fifteen milimetre) or 20mm (Twenty milimetre) inlet 100 mm (One Hundred milimetre) dia as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing G.I./M. I. Union of following sizes 15mm (Fifteen milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

20mm (Twenty milimetre) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing stoneware gully trap grade 'A' complete with C.I. Grating, brick masonry chamber in cement mortar 1:5 (One cement: Five Sand) and water tight C. I. Cover with frame of 300mmx300mm size (Three hundred into three hundred milimetre) inside the weight of cover to be not less than 4.53 kg (Four point five three kilogram) and frame to be not less than 2.72kg. (Two point Seven Two kilogram) 100mm (One Hundred milimetre) x 100mm (One Hundred milimetre) size P type as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing sand cast/ cast iron spun spigot and socket soil, waste and ventilating pipes ( Lead caulked joints to be measured and paid for separately 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing cast iron holder bats including steel bolts to sand cast iron/cast (spun) iron pipes embedded in and including cement concrete blocks 100mm x 100mm x 100mm ( One hundred into one hundred into one hundred milimetre) of 1:2:4 mix (One cement: Two sand: Four graded stone aggregate) 20mm (Twenty milimetre) nominal size including cost of cutting holder and making good the walls 75mm (Seventy Five milimetre) nominal diameter/size pipe as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal diameter/size pipe as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing sand cast iron / cast iron spun fitting and accessories as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Bends of required degree with oval access door insertion rubber washer 2mm (Two milimetre) thick, bolts and nuts- 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Plain 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Collar 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100 mm (One hundred milimeter) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing cast iron cowl 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing lead caulked joints to sand cast iron cast (spun) iron pipes and fittings including testing of joints 75mm (Seventy Five milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

100mm (One Hundred milimetre) nominal size as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing cast iron floor trap of self cleaning design with sand cast iron screwed down or hinged grading without vent arm complete including cost of cutting and making goods the walls and floors 75mm (Seventy Five milimetre) nominal diameter as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Excavation in drains and channels etcetra. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20m (Twenty metre) and lift upto 1.50 metre (One point Five Zero metre) disposed earth to be levelled and neatly dressed Pick work and Jumper Work as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall ceiling and floor: 15 mm (Fifteen milimetre) Nominal bore as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

20mm (Twentty milimetre) Nominal bore as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Construction chamber 300mm x 300mm x 500mm (Three hundred into three hundred in to five hundred milimetre) inside size for stop cock with C.I. Surface box 100mm (One Hundred milimetre) x 100mm (One Hundred milimetre) x 75mm (Seventy Five milimetre) (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (One Cement : Two Sand : Four graded stone aggregate) 20mm (Twenty milimetre) nominal size 75mm (Seventy Five milimetre) thick foundation concrete 1:5:10 (One cement : Five sand: Ten stone aggregate) and inside plastering with cement mortar 1:3 (One Cement : Three Sand) finished with a floating coat of neat cement including curing complete With 100 mm (One Hundred milimetre) thick walls of brick masonry in cement mortar 1:5 (One Cement : Five Sand) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing, laying, jointing and pointing with a stiff mixture of cement mortar in proportion of 1:1 (One Cement : One Sand) 150mm (One hundred fifty milimetre) internal diametre salt glazed stoneware grade 'A' half round channels as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Constructing manhole with RCC top slab in 1:2:4 mix in One Cement:Two sand:Four graded stone aggregate) 20mm (Twenty milimetre nominal size foundation concrete 1:4:8 (one Cement : four Sand: eight graded stone aggregate) 40mm (fourty milimetre nominal size inside plastering 15mm (Fifteen milimetre) thick with cement mortar 1:3 (One Cement:Three Sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (One Cement:Two Sand Four graded stone aggregate) 20mm (Twenty milimetre) nominal size finished smooth complete including curing and testing with 200 mm ( Two Hundred milimetre) thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (One Cement:Three Sand) as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing PVC water storage tank of ISI:12701 marked, G.I. Inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level: 500 Litres (Five Hundred litre) net capacity tank as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing brass ball valve (horizontal plunger type) High pressure with polythene 15mm (fifteen milimetre) noninal bore as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 600mm x 120 mm (Six Hundred into One Hundred Twenty milimetre) glass shelf with C.P. Brass bracket and guard rail complete, fixed to wooden plugs with C.P. Brass screws as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing Toilet paper hoder: C. P. Brass as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing chromium plated brass soap dish with C. P. Brass brackets fixed to wooden cleats with C. P. Brass screws as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing 100mm (One Hundred milimetre) dia chromium plated grating of superior quality for floor, gully or nahani trap as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

Providing and fixing PTMT jet spray of approved quality and colour with 1.5 mtr (One point Five metre) tube as per direction of Engineer-in-Charge within all leads and lifts and other incidentals.

RAMESH KUMAR