Construction of Ayurvedic Centre at Pairi

Amount

Excavation in foundation trenches etc in earth work in all kinds of soil , such as pick work, pick jumper work, jumper blasting wrok, chiseling wedging out rocks including pumping or bailing out water upto all lifts, stacking the excavated soil not more then three metres clear from the edge of excavation and then returning the stacked soil in 15 cm (fifteen centimetres) layers when required in to plinth sides of foundation etcetra consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Excavation in drains and channels etcetra in earth work in all kinds of classification of soil such as pick work, jumper work, blasting work, saturated soil including chiseling or any other mixed variety of soil dewatering and / or removal of slush and other incidentals, lifts upto any height, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then returning the stacked soil in fifteen centimeter thick layers when required into plinth sides of foundation etcetra consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth to the disposal point as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surface such as soffits of suspended floors, roofs, landings and the like upto any thickness as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beam, cantilever, girders and lintels, sides and soffits of beams beams haunching below supporting cantilevers girders bressumers and lintels of any depthas per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:6:12 (One cement : Six sand : Twelve graded stone aggregate 40mm( Forty millimetre) nominal size) mechanically mixed and vibrated and curing complete excluding cost of form work in foundation and plinth as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:4:8 (One cement : Four sand : Eight graded/crushed crushed stone aggregate 40mm (Forty millimetre) nominal size) mechanically mixed, vibrated and curing complete excluding cost of form work in foundation and plinth as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:2:4 (one cement : two sand : four graded/crushed crushed stone aggregate 20mm (twenty millimeter) nominal size) mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor, roofs, landing and shelves and their support balconies beams girders bressumers and cantilevers upto floor all level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:2:4 (one cement : two sand : four graded/crushed , crushed stone aggregate 20mm (twenty millimeter) nominal size) mechanically mixed , vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls any thickness but not less than 0.10mtrs. (zero point one zero metre) thickness including attached pilasters, buttresses plinth and string courses upto any depth any height as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:2:4 (one cement : two sand : four graded/crushed , crushed stone aggregate 20mm (twenty millimeter) nominal size) mechanically mixed and vibrated reinforced concrete chajjas upto any thickness including finishing the exposed surface with cement mortar 1:3 (one cement : three sand) to give smooth and even surface centering/form work and curing complete excluding cost of reinforcement upto floor all level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete 1:1.5:3 (one cement : one and half sand : three graded/crushed stone aggregate 20mm (twenty millimetre) nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor roofs, landings and shelves and their supports, balconies, beams, girder bressumers and cantilever upto any floor level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing Tor steel reinforcement for RCC work including bending binding and placing in position including cost of binding wire complete in all floors as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Second class brick work using common burnt clay building bricks of approved kiln in super structure upto all height and depth in cement mortar 1:6 (one cement : six sand) as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Second class half brick masonry in common burnt clay building bricks of approved kiln in super structure above plinth level upto floor all level in cement mortar 1:4 (One cement : four sand) and curing complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

First class half brick masonry in common burnt clay building bricks of approved kiln in foundation and plinth/super structure above plinth level upto floor all level in cement mortar 1:3 (One cement : three sand) and curing complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Square rubble masonry coursed with hard stone of approved quality/quarry in foundation and plinth including racking out joints in cement mortar 1:6 (one cement : six sand) and curing complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Square rubble masonry coursed with hard stone of approved quality/quarry in super structure above plinth level upto all floor level including racking out joints in cement mortar 1:6 (one cement : six sand) and curing complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 12mm (twelve millimetre) thick prelaminated board both side bwp phenol bounded exterior/interior grade panelled shutters with 40mm (forty millimetre) thick frame styles and rails of first class deodar wood for doors including bright finished/black enameled iron butt hings with necessary screws as per architectural drawing and approved specification as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 40mm (forty millimeter) thick second class deodar wood wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85g (Eighty five) gauge with wire of diameter 0.56mm (zero point five six millimeter) for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing M.S. plain grills of required pattern and design in iron frames of windows etcetra with flats square or round bars with round headed bolts and nuts or by screws complete in all respect as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 250x16mm (Two hundred fifty into sixteen millimeter) anodized heavy duty aluminum sliding door bolt anodized transparent or died to required colour and shade with bolts and nuts screws etcetra as approved by the Engineer-In-Charge complete in all respect including carriage of materials within all leads and lifts complete in all respect.

Providing and fixing 250x10mm (Two hundred fifty into ten millimeter) heavy duty aluminum tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etcetra as approved by the Engineer-In-Charge complete in all respect including carriage of materials within all leads and lifts complete in all respect.

Providing and fixing 125mm (One hundred twenty five millimetre) mat finish aluminum heavy duty handles anodized transparent or dyed to required shade and colour with necessary screws etcetra as approved by the Engineer-In-Charge including carriage of materials within all leads and lifts complete in all respect.

Providing and fixing Helical door spring 150mm (one hundred fifty millimetre) bright finished or/ and black enamelled iron as approved by the Engineer-In-Charge complete including carriage of materials within all leads and lifts complete in all respect.

40mm (forty millimeter) thick cement concrete flooring 1:2:4 (one cement : two sand : four graded/crushed crushed stone aggregate 20mm (twenty millimeter) nominal size) laid in one layer finished with a floating coat of neat cement complete in all respec as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

40mm (forty millimetre) thick marble chips flooring rubbed and polished to granolithic grade finish under layer 28mm (Twenty eight millimetre) thick cement concrete 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 10mm (one hundred millimetre) size and down gauge) and top layer 12mm (twelve millimetre) thick marble chips of required size laid in cement marble powder mix 3:1 (three cement : one marble powder by weight) in proportion of 4:7 (four cement marble mixed : seven marble chips by volume) medium shade pigment with approximate 50% (fifty percent) white cement and 50% (fifty percent) ordinary cement in top layer in all floor level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Marble chips skirting or dado upto any height rubbed and polished to granolithic grade finish laid in cement marble powder mix 3:1 (three cement : one marble powder by weight) in proportion of 4:7 (four cement marble mix : seven marble chips by volume) in top layers 20mm (twenty millimetre) thick under layer 14mm (fourteen millimetre) thick in cement plaster 1:3 (one cement : three sand) and top layer 6mm (six millimetre) thick medium shade pigment with approximate 50% (fifty percent) white cement and 50% ordinary cement (in top layer only) in all floor level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

White glazed tiles 6mm (six millimetre) thick in skirting riser of steps and dado 12mm (twelve millimetre) thick cement mortar 1:3 (one cement : three sand) and jointed with cement slurry complete upto all floor level as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 40mm (forty millimetre) wide and 6mm (six millimetre) thick glass strips in joints terrazzo floors as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing M.S. angle iron door, window,clerestory window manufactured from M.S. angle iron section of 40x40x6mm (forth into forty into six millimetre) thickness including hinges jambs, lock jambs beed and if required angle thrashold of mild steel angle 50x25mm (fifty into twenty five millimetre) welded or rigidly fixed by machanical means, lugs with split end tails to each jambs including steel butt hinges 2.5mm (two point five millimetre) thick with provision for locking arrangement and shock observer as specified and applying a coat of approved steel primer after pre treatment of the surface as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing angle iron door window, clerestory window frame manufactured form mild steel angle iron steel section 50x50x6 mm (fifty into fifty into six millimeter) thickness including hinges jamb, lock jamb, beed and if required angle threshold of mild steel angle 50x25mm (fifty into twenty five millimeter) welded or rigidly fixed by mechanically means, lugs with split end tails to each jambs including steel butt hinges 2.5mm (Two point five millimeter) thick with provision for locking arrangement and shock observers as specified and applying a coat of approved steel primers after pretreatment of the surface as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing steel glazed doors, windows, and ventilators of standard rolled steel sections, joints mitred and welded with (Manufactured to relevant I.S. standard specifications) 16x3.15mm (Sixteen into three point one five millimetre)lugs 10cm (ten centimetre) long embedded in cement concrete blocks 15x10x10cm (fifteen into ten into ten centimetre)size of 1:3:6 (One cement :three sand :six graded/crushed crushed stone aggregate twenty millimetre nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings,including providing and fixing of projecting hinges, handles pegstays bolting device locking arrangement spring catch etcetra and providing and fixing of 4mm (four millimetre) thick glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of red lead paint as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Fixed steel windows.

Side hung window.

Providing and fixing steel wire gauge doors, windows, and ventilators of standard rolled steel sections, joints mitred and welded with (Manufactured to relevant I.S. standard specifications) 16x3.15mm (Sixteen into three point one five millimetre)lugs 10cm (ten centimetre) long embedded in cement concrete blocks 15x10x10cm (fifteen into ten into ten centimetre)size of 1:3:6 (One cement :three sand :six graded/crushed crushed stone aggregate twenty millimetre nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings,including providing and fixing of projecting hinges, handles pegstays bolting device locking arrangement spring catch etcetra and providing and fixing of using galvanized MS wire gauge of IS gauge designation 85g (Eighty five) gauge with wire of diameter 0.56mm (zero point five six millimeter) of approved make complete including applying a priming coat of red lead paint as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing M.S. fan clamp Type-1 of 16mm (sixteen millimetre) diametre bard bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, all as per standard design complete as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint other than white brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting with ready mixed paint brushing wood primer pink complete as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Painting two coats (excluding priming coat) on new wood and wood based surfaces, with enamel paint other than white to give an even shade including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Applying priming coat on new concrete/masnory/Asbestos/cement plaster surface after and including preparing the surface by thorughly cleaning oil,dirt, grease and other foreign matter and kind perparing as required with linseed oil as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Painting one coat (excluding priming coat) on new concrete/masnory/plaster surfaced with ready mixed paint other than white brushing for use on all floors to give an even shade including cleaning the surface of all dirt, dist and other foreign matter and sand papering smooth as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

6mm (six millimeter) thick cement plaster to ceiling with cement mortar 1:3 (one cement : three sand) including curing as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

15mm (fifteen millimetre) cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto floor all level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:6 (one cement : six sand) as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

15mm (fifteen millimetre) cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto all floor level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:4 (one cement : four sand) as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Pointing on coursed or ashlor stone masonry or concrete block walling with cement mortar 1:3 (one cement : three sand) ruled pointing as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

White washing with lime on undecorated ceiling and/or slopping roofs (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar dirt and other foreign matter as directed by Engineer-In-Charge including carriage of materials within all leads, 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 throughly brushing the surface free from mortar droopings and other foreign matter and also including preparing the surface even and sand papered smooth on walls as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing cement concrete jali (Precast) cement concrete 1:1:2 (one cement: one sand:two graded/crushed crushed stone aggregate twenty millimetre nominal size) in cement mortar 1:2 (one cement : two sand) including curing and form work as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing under layer for plinth protection of 75mm (seventy five millimeter) thick (unconsolidated) bed of dry brick/stone aggregate 40mm (forty millimeter) nominal size well rammed and consolidated and grouted with fine sand including preparation of ground as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one cement : three sand : six graded/crushed crushed stone aggregate 20mm (twenty millimeter) nominal size including finishing the top surface of concrete smooth as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Brick edging (brick laid on edge) to plinth protection with bricks including grouting with cement mortar 1:4 (one cement : four sand) with modular bricks size 22.9x11.2x7cm (twenty two point nine into eleven point two into seven centimeter) as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Constructing course rubble hammer dressed U-Shape open surface drain with side wall 15x22cm (fifteen into twenty two centimetre) in cement mortar 1:6 (one cement : six sand) and inside plastering with cement mortar 1:3 (one cement : three sand) including earth work and laying 10cm (ten centimetre) cement concrete in 1:5:10 (one cement : five sand : ten graded/crushed crushed stone aggregate of 40mm (forty millimetre) nominal size) and 7.5cm (seven point five centimetre) cement concrete 1:2:4 (one cement : two sand : four graded/crushed crushed stone aggregate of twenty millimetre nominal size) and finished with a floating coat of neat cement complete as per standard design as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing to wall, ceiling and floor galvanized mild steel tubes (medium grade) tube fitting and clamps including making good the walls, ceiling and floor complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

15mm (fifteen millimeter) nominal bore

20mm (twenty millimeter) nominal bore

Making connection of galvanized steel distribution branch with galvanized mild steel main 20mm to 40mm (twenty millimetre to forty millimeter) nominal bore by providing and fixing tee including cutting and threading the pipes complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 1000 ltr. (one thousand litres) net capacity PVC water storage tank of ISI : 12701 marked, G.I. inlet and outlet connections, 15mm (fifteen millimetre) nominal bore ball valve and mosquito proof coupling, PVC cover with locking arrangement including hoisting upto all height above ground level as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing sand cast/cast iron spun spigot and socket soil waste and ventilating pipes of approved specification/make (lead caulked joints to be measured and paid for separately) complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

75mm (seventy five millimeter) nominal size

100mm (one hundred millimeter) nominal size

Providing and fixing 100mm (one hundred millimeter) nominal diameter/size pipe cast iron holder bats including steel bolts to sand cast iron/cast (spun) iron pipes embedded in and including cement concrete blocks 100x100x100mm (one hundred into one hundred into one hundred millimeter) of 1:2:4 (one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimeter) nominal size) mechanically mixed including cost of cutting holes and making good the walls complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing sand cast iron/cast iron spun fitting and accessories single equal branch of required degree of approved specification/make with oval access door insertion rubber washer 3mm (three millimetre) thick bolts and nuts complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

75mm (seventy five millimetre) nominal size

100mm (one hundred millimetre) nominal size

Providing and fixing sand cast iron/cast iron spun fitting and accessories 100mm (one hundred millimetre) nominal size single equal branch of required degree of approved specification/make plain complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 100mm (one hundred millimetre) nominal diametre cast iron cowl of approved specification/make complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing lead caulked joints to sand cast iron/cast (spun) iron pipes and fittings including testing of joints complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

75mm (seventy five millimeter) nominal size diameter

100mm (one hundred millimeter) nominal size diameter

Providing and fixing 75mm (seventy five millimeter) nominal diameter cast iron floor trap of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good in the walls and floors complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing anglo Indian (Universal closet) veterious China wash down water closet (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) (seat and cover to be measured and paid for separately) complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15.00 ltrs (fifteen liters) vitreous china low level flushing cistern with a pair of C.I. or mild steel bracket etcetera complete with fitting such as lead valve less syphon, 15mm (fifteen millimetre) nominal size brass ball valve with polythine float, C.P. brass handles unions and coupling for connections with inlet outlet and over flow pipes 40mm (forty millimetre) diametre C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (over flow pipe to be measured and paid for separately) as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing flat back 630x450mm (six hundred thirty into four hundred fifty millimeter) vitreous china wash basin with single hole for pillar tap with CI or MS brackets painted white including cutting holes and making good the same but excluding fittings complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing vitreous china pedastal for wash basin complete recessed at the back for the reception of pipes and fittings as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing rubber plug sink 32mm dia(thirty two millimeter)complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 32mm (thirty two millimetre) diametre CP brass waste heavy duty for wash basin or sink complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 32mm (thirty two millimetre) diametre MI union for wash basin or sink complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 100mm (one hundred millimetre) sand cast iron grating for gully, floor or nahni trap complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 600x450mm (six hundred into four hundred fifty millimetre) bavelled edge mirror of superior glass mounted on 6mm (six millimetre) thick AC sheet or ply wood sheet and fixed to wooden plugs with CP brass screws and washers complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 600 x 20mm (six hundred into twenty millimetre) CP brass towel rail complete with CP Brass brackets fixed to wooden plugs with CP brass as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 600x120mm (six hundred into one hundred twenty millimetre) glass self with CP brass brackets and guard rail complete fixed to wooden plugs with CP brass screws complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing chromium plated brass soap dish with CP brass brackets fixed to wooden cleats with CP brass screws complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15mm (fifteen millimetre) diametre C.P.brass bib tap heavy duty with capstan head as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15mm (fifteen millimetre) diametre C.P. brass pillars tap heavy duty capstan head as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing 15mm (fifteen millimetre) diametre C.P. stop cocks heavy duty as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing C.P. brass angle valve 15mm (fifteen millimetre) without nut and pipes complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing brass full way valve with wheel complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

15mm (fifteen millimeter) nominal bore

20mm (twenty millimeter) nominal bore

Providing and fixing PVC connection pipe with brass unions 45cm (forty five centimeter) long 15mm (fifteen millimeter) nominal bore complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

Constructing man hole with RCC top slab in 1:2:4 mix (one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimetre) nominal size) foundation concrete 1:4:8 (One cement : four sand : eight graded crushed stone aggregate 40mm (forty millimetre) nominal size) in side plastering 15mm (fifteen millimetre ) thick with cement mortar 1:3 (one cement : three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimetre) nominal size) finished smooth complete including curing and testing inside size 800x800mm (eight hundred into eight hundred millimetre) and 500mm(five hundred millimetre) deep including CI cover with frame (light duty single seal pattern-I) 455x610mm (four hundred fifty five into six hundred ten millimetre) internal dimension total weight of cover and frame to be not less than 38Kg. (Thirty eight kilogrmme) (weight of cover 23Kg. (twenty three kilogramme) and weight of frame 15Kg. (fifteen Kilogramme)) with 300mm (Three hundred millimetre) thick wall of square rubble masonry coursed with hard stones of approved quality in cement mortar 1:3 (one cement : three sand) as per HP.PWD. specification and as directed by the Engineer-In-Charge complete in all respect as directed by Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals.

SUNIL KUMAR

TEJ LAL

DIWAN CHAND