C/O Veterinary Dispensary Building at Baila Tehsil RamsheharDistt. Solan (HP) As per Architectural drawing Sr. No-4145(SH- C/O Building Portion , W.S S.I. septic Tank and soak pit site development )

Amount

Excavation in foundation and trenches in earth work in all heights and depth in all kinds of soil, by mechanical means including saturated soil comprising of pick,jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required, setting out to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge.

Excavation in hilly area in all heights and depths and in all kind of soil by mannual/mechanical means including saturated soil comprising of ordinary soil,soft rock,hard rock chiselling,wedging out of rock(where blasting is prohibited) and their intermediate classification of soild setting out true to the required lines grades width cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-in-Charge at site according to the MORD technical specification clause 302,1603 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transporation of unuseful material for filling in road ways camber,embankments for grade improvements and disposal of all material to required width of the road or on approved dumping site through all modes of transporation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries ,materials, tolls,equipments and safety measures and incidentials necessary to complete the work by mechanical means and labour, if required all useful materials such as stones,shingle aggregate and slates etcetra. shall be sort out stacked and measured. in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge.

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material in earth work in all heights and depth in all kinds of soil, by mechanical means including saturated soil comprising of pick,jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required, setting out to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ( one point five meter) , including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm ( twenty five centimeter) in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge.

Fillinginplinthwithsandunderfloorsincludingwatering,ramming,consolidatinganddressingcompleteincluding carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling to any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. Lintels, beams, plinth beams, girders, bressumers and cantilevers

Suspended floors, roofs, landings, balconies and access platform

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like.

Edges of slabs and breaks in floors and walls under 20 cm ( twenty centimeter) wide.

Providing and laying cement concrete 1:4:8 (One cement: four sand: eight graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, vibrated and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD. spesification 1990 volume- , including carriage of all labour, equipments and materials to variouslocati on through all modes of transportation in all leads lifts and all incidental charges .

Providing and laying damp proof course 50mm ( fifty millimeter) thick with cement concrete 1:2:4 (One cement:two sand:four stone aggregate 12.5mm ( Twelve point five millimeters) nominal size) and curing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- C

Applying a coat of hot bitumen (mexphalt 80/100 (Eighty by hundred) or equalent) using 1.70 (One point seventy ) kilo gram per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying in position all works above plinth level up to floor V level, machine batched and machine mixed design mix M-25( Twentyu five) grade cement concrete for reinforced cement concrete work , using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° ( Fifteen degree) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, in cement concrete 1:1.5:3 (one cement is to one point five sand is to three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge

Providingmildsteel/TorsteelreinforcementincludingcostofbindingwireforR.C.C.workincludingbending,bindingandplacinginpositioncompleteuptoallfloorlevelheightsincludingcarriageofmaterials,labour,toolandplantthroughallmodesoftransportationwithinallleadsandliftsandasperdirection of Engineer-in- Charge.

Second class brick work using common burntclay building bricks in foundation and plinthin cement mortar 1:6 (onecement:sixsand) including carriage of materials, labour, too land plant throug hall modeso ftrans portation within all leads and lifts and as per direction of Engineer-in- Charge.

Brick work with common burnt clay modular bricks of class designation 7.5 in super structure in cement mortar 1:6 (one cement : six sand) including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (one cement : four sand) including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Secondclasshalfbrickworkusingcommonburntclaybuildingbricksinsuperstructureincementmortar1:4(onecement:foursand)includingcarriageofmaterials,labour,toolandplantthroughallmodesoftransportation within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing angle iron door, window, clerestry window frame manufactured from steel iron section of 35X35X4 mm ( thirty five in to thirty five in to four millmetres) welded with M.S. Flat 50 X4 mm (fifty into four millimeter) in combination welded together to make one frame including hinges, jamb, lock jamb, beed and if required angle tharashold of mild steel angle 50 X 25mm (fifty into twenty five millimeter) welded or regidly fixed by mechanical means, lugs with split end tails to each jamb including joints miterd and welded with 16 X 3.15mm ( Sixteen into three point fifteen millimeter)lugs 10cm (Ten centimeter) long embedded in cement concrete block 15 X 10 X 10 cm ( Fifteen in to ten in to ten centimeter) size of 1:3:6 (One cement : three sand : six graded crushed stone aggrigate twenty milimeters nominal) with provision for locking arrangement and shock observor as specified including steel butt hinges 2.5mm ( two point five millimeter)and applying a coat of approved steel primer after pretreatment of the surface.

Providing and fixing Window and ventilators frames manufactured of channel section 75 x 40 (Seventy Five into Forty) millimeters for end frames and for center frame channel section 75 x 40 (Seventy Five into Forty) millimeters with Mild Steel flat (Seventy Five into Four) millimeters. in combination welded together to make one frame with making square steel section with Mild Steel flat of 20 x 4 (Twenty into Four)millimeters and 12 x 4 (Twelve into Four) millimeters., shutters of rolled steel section F-7B (Seven B) section including glass panes of 4 (Four) millimeters thick in glazed panel and wire gauge of designation 85 (Eighty Five)with 0.56 (Zero point Five Six) millimeters dia in wire gauge panel and fixed glazing fixed with angle and T section of 25 x 25 x 3 (Twenty Five into Twenty Five into Three) millimeters and flat of 12 x 4 (Twelve into Four) millimeters in sash bars duly welded of all corners and joints properly, hold fast of Mild Steel flat 200 x 50 x 5 (Two hundred into Fifty into Five) millimeters. duly welded at corner and joints of all steel section, embedded in cement concrete block 1:3:6 (One cement : three sand : six graded crushed stone aggrigate twenty milimeters nominal) size of size 100 x 100 x 100 mm. size (One cement in to Three sand in to Six graded stone aggregate Twenty millimeters) nominal size of One hundred into One hundred into One hundred) including providing and fixing of fittings that is handles, tower bolts hooks and eyes and applying a coat of primer with red lead paint and fixed in position complete in all respect as per architectural drawing and direction of Engineer-in-Charge and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing flush door shutters decorative type core of block board construction withframes of first class hard wood and well matched first class indian teak ply veneering with vertical grains or cross bends and face vencering on both faces of shutter 35mm (Thirty five millimeters) thick including black enamelled M.S. butt hinges with plastic / Alimunium sheet 3 mm ( Three millimeter) thick up to 90 mm (Ninty millimeters)inner side including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing 19mm (Ninteen millimeter) Pre-laminated flat pressed 3 (Three) layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately) complete including carriage of materials in all leads and lifts.

Providing and fixing 25mm (twentyfivemillimeter) thick prelaminated medium density fibre board exteri or grade (GradeI) IS:14587:1998 marked with one side decorative and other side balancing lamination for cup board shutters edges to be sealed with PVC edgebending tape 2.00mm (Twomillimeter) thick of approved brand including ISI marked ni ckelplated bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary screw etc. all complete complete including carriage of materials in all leads and lifts.

Providing and fixing 30 mm ( thirty millimeters) thick Kiln seasoned and chemically treated hollock wood panelled wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85g ( Eighty five gauge) with wire of dia 0.56 mm (Zero point fifty six millimeters) for doors, windows and clestory window i/c black enamalled iron butt hinges with necessary screws including carriage of material in all leads and lifts.

Providing and fixing 250X16mm (two hundred fifty into sixteen mill metres) aluminium sliding bolts (Barreltype) anodized transp are ntordyed to required shade and colour with bolts and nutsetc. Complete including carriage of materials in all leads and lifts.

Providing and fixing 200X10 mm aluminium tower bolts (Berrel type) anodized transparent or dyedtorequired shade and colour with screws etc. complete including carriage of materials in all leads and lifts:-

Providing and fixing150X10mm(One hundred fifty into ten mill imeters) aluminium tower bolts (Berreltype) anodized transparen to rdyed tore quired shade and colour with screws etc. complete including carriage of materials in all leads and lifts:-

Providing and fixing 125 (Onehundredtwentyfive) milli meter aluminium handles anodized transparen to rdyed to required colouror shade with necessary screws etc. complete including carriage of materials in all leads and lifts.

Providing andfixing 100 (One hundred) millimeter aluminium handles anodized transparen to rdyed to required colouror shade withn ecessary screws etc. complete including carriage of materials in all leads and lifts.

Providingandfixingchromiumplatedbrasscasementstays(straightpegtype)300mm(threehundredmillimeters)weighingnotlessthan330gms(Threehundredthirtygrams)withnecessaryscrewsetc.complete including carriage of materials in all leads and lifts.

Providing and fixing 125 (One hundred twenty five) millimeter chromium plated brass handles with necessary screws etc. complete including carriage of materials in all leads and lifts.

Providing and fixing magnetic catcher Triple strip vertical type of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etcetra complete including carriage of materials in all leads and lifts.

Providing and fixing 50 mm (fifty millimeters) special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etcetra complete including carriage of materials in all leads and lifts.

Providing and fixing false ceiling atall height including providing and fixing off rame work made of special sections, power pressed from M.S.sheets and galvanized with zinccoatingof120gms/Persquaremeter(onehundredtwentygrampersquaremeter)(bothsideinclusive)asperIS:277andconsistingofanglecleatsofsize25(twentyfive)millimeterwidex1.6(onepointsix)millimeterthickwithflangesof27(twentysevenmillimeterand37(thirtyseven)millimeter,at1200(twelvehundred)millimetercentretocentre,oneflangefixedtotheceilingwithdashfastener12.5(twelvepointfive)millimeterdiameterx50millimeterlongwith6millimeterdiameterbolts,otherflangeofcleatfixedtotheanglehangersof25x10x0.50(twentyfiveintotenintozeropointfive)millimeterofrequiredlengthwithnuts&boltsofrequiredsizeandotherendofanglehangerfixedwithintermediameterteG.I.channels45x15x0.9(fortyfiveintofifteenintozeropointnine)millimeterrunningatthespacingof1200(twelvehundred)millimetercentretocentre,towhichtheceilingsection0.5(zeropointfive)millimeterthickbottomwedgeof80(eighty)millimeterwithtaperedflangesof26(twentysix)millimetereachhavinglipsof10.5(tenpointfive)millimeter,at450(fourhundredfifty)millimetercentretocentre,shallbefixedinadirectionperpendiculartoG.I.intermediametertechannelwithconnectingclipsmadeoutof2.64(twopointsixtyfour)millimeterdiameterx230(twohundredthirty)millimeterlongG.I.wireateveryjunction,includingfixingperimeterchannels0.5(zeropointfive)millimeterthick27(twentyseven)millimeterhighhavingflangesof20(twenty)millimeterand30(thirty)millimeterlong,theperimeterofceilingfixedtowall/partitionwiththe help of rawl plugs at 450 (four hundred fifty) millimeter centre, with 25 (twenty five) millimeter long dry wall screws 230 (twohundredthirty) millimeter interval, including fixing of gypsum board to ceiling section and perimet erchannel with the help of dry wall screw so fsize 3.5x25 (three point five into twentyfive)millimeterat230(twohundredthirty)millimeterc/c,includingjointingandfinishingtoaflushfinishoftaperedandsquareedgesoftheboardwithrecomillimeterendedjointingcompound,jointingtapes,finishingwithjointingcompoundin3(thirty)layerscoveringupto150(onehundredfifty)millimeteronbothsidesofjointandtwocoatsofprimersuitableforboard,allaspermanufacturer'sspecificationandalsoincludingthecostofmakingopeningsforlightfittings,grills,diffusers,cutoutsmadewithframeofperimeterchannelssuitablyfixed,butexcludingthecostofpaintingwithFullyPerforatedGypsumPlasterBoardofsize1200x2400x12.5mm(Twelevhundredintotwothousandfourhundredintotwelvepointfivemillimeters)havingapprox.15%(fifteenpercent)perforatedareawithperforationsizeandpatternincludingcarriageofmaterials,labour,toolandplantthroughallmodesoftransportationwithinallleadsandliftsand as per direction of Engineer-in- Charge

ProvidingandfixingMildSteelgrillsfixedtosteelwindowsbyweldingofrequiredpatterninframesofwindowsetc.withM.S.flats,squareorroundbarsetc.includingprimingcoatwithapprovedsteelprimerall complete including carriage of materials in all leads and lifts

Precast Automatic Hydraulically comprsssed & polished terrazo cast in situ tiles 22 (twenty two) millimeter thick with graded marble chips of size upto 12 (twelve) millimeter , laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 (twenty) millimeter thick bed of cement mortar 1:4 (one cement: four coarse sand) of medium shade pigment using 50% ( fifty percent) white cement and 50%( fifty percent) ordinary cement complete including carriage of material in all leads and lifts

Precast Automatic Hydraulically comprsssed & polished terrazo cast in situ tiles 22 (twenty two) millimeter thick with graded marble chips of sizes upto 12 (twelve) millimeter, in skirting and risers of steps not exceeding 30 cm ( thirty centimeter) in height, on 12 (twelve) millimeter thick cement plaster 1:3 (one cement : three coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of medium shades pigment using 50% ( fifty percent) white cement and 50%( fifty percent) ordinary cement complete including carriage of material in all leads and lifts

Providing and laying Ceramic glazed floor tiles of size300x300 mm (Three hundred in to Three hundred millmetres) (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 Per kilogram/Per square meter including pointing the joints with white cement and matching pigment etc., complete.

Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 (twelve) millimeter thick bed of cement Mortar 1:3 (one cement :three sand ) and jointing with grey cement slurry @ 3.3Per kilogram per Per square meter (three point three kilogram per square meter) including pointing in white cement mixed with pigment of matching shade complete including carriage of material in all leads and lifts

Providingandfixing110mm(onehundredtenmillimeter)diameteronwallfaceunplasticisedRigidPVCrainwaterpipesconformingtoIS:13592TypeA,includingjointingwithsealringconformingtoIS:5382,leaving10mm(tenmillimeter)gapforthermalexpansion,Singlesocketedpipesforallleads&lifts,allcomplete as per direction of Engineer-in-charge.

Providingandfixing110mm(onehundredtenmillimeter)diameterbend87.5°(Eightysevenpointfivedegree)onwallfaceunplasticisedPVCmouldedfittings/accessoriesforunplasticisedRigidPVCrainwaterpipesconformingtoIS:13592TypeA,includingjointingwithsealringconformingtoIS:5382,leaving10mm(tenmillimeter)gapforthermalexpansionforallleads&lifts,allcompleteasperdirectionof Engineer-in-charge.

ProvidingandfixingCoupler110mm(onehundredtenmillimeter)diaonwallfaceunplasticised-PVCmouldedfittings/accessoriesforunplasticisedRigidPVCrainwaterpipesconformingtoIS:13592TypeA,includingjointingwithsealringconformingtoIS:5382,leaving10mm(tenmillimeter)gapforthermalexpansion for all leads & lifts, all complete as per direction of Engineer-in-charge.

Providingandfixing110mm(onehundredtenmillimeter)unplasticisedPVCpipeclipsofapproveddesigntounplasticisedPVCrainwaterpipesbymeansof50x50x50mm(fiftyintofiftyintofiftymillimeter)hardwoodplugs,screwedwithM.S.screwsofrequiredlength,includingcuttingbrickworkandfixingincementmortar1:4(onecement:fourcoarsesand)andmakinggoodthewalletc.completeasperdirectionofEngineer-in-charge.

Providingandfixing0.60mm(zeropointsixtymillimeters)thickpreprintedsteelsheetinroofingwithhotdippedmetalliczinccoatedsheetwithtopcoatofregularmodifiedpolyester(RNP)organiccoatingof20(twenty)micronsover5(five)micronsprimercoatingtobackcoatofpolyesterof5micronsover5micronsprimercoatingtobackcoatofpolyesterof5(five)micronsover5(five)micronsprimercoatingi/cfixingwithprepaintedironJorLhooks,boltsandnuts6mm(sixmillimeter)diameterwithprepaintedlimpetandrubberwasherscompletewithallaccessoriesasrequiredasperthedirectionofEngineer-in-Chargeincluding carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Providingandfixingridgesorhips60cm(sixtycentimeter)overallwith0.45mm(zeropointfortyfivemillimeters)thickpreprintedsteelsheetsinroofingwithhotdippedmetalliczinccoatedsheetswithtopcoatofregularmodifiedpolysterorganiccoatingof20(twenty)micronsover5(five)micronsprimercoating+backcoatofpolyesterof5(five)micronsover5(five)micronsprimercoatingi/cfixingwithrepaintedironJorLhooks,bolts&nuts6mmdiameter&preprintedG.I.limpetandbitumenwasherscompletewithallaccessoriesasrequiredasperthedirectionofEngineerinCharges.includingcarriageofmaterials upto all leads and lifts and as per the direction of Engineer-in-Charge. 32.58

Providing fixing 15cm(fifteen centimeter) wide 45 cm(forty five centimeter) overall semicircular plain G.S. sheet gutter of 0.60mm (Zero point six Zero milimeter) thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster 5 (five)microns over5 (five)microns primer coating gutter with iron brackets 40x3 mm ( forty in to three millimeter)sizes bolts and nuts and washers etcetra including making necessary connections with rain water pipe complete as per design including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. .

Providing and fixing M.S. BP Sheet 1.66mm to 2mm ( one point sixty to two millimeters)thick in eaves oard/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely)(Base members of steel work shall be measured & paid separtely)

Structuralsteelworkriveted,boltedorweldedinbuiltupsections,trussesandframedwork,includingcutting,hoisting,fixinginpositionandapplyingaprimingcoatofapprovedsteelprimerallcompleteasperthe instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely)

Steelworkweldedinbuiltupsections/framedwork,includingcutting,hoisting,fixinginpositionandapplyingaprimingcoatofapprovedsteelprimerusingstructuralsteeletcetraingratings,framed,guards,barsladdersandrailing,bracketsandsimilarworksasrequiredincludingcarriageofmaterialswithinallleads and lifts.

ProvidingandfixingM.S.tubehandrailofapprovedsizebyweldingetcetratosteelladderrailing,balconyrailing,staircaserailingandsimilarworks,includingapplyingprimingcoatofapprovedsteelprimerincluding carriage of materials within all leads and lifts.

Providingandfixingmildsteelroundholdingdownboltswithnutsandwasherplatescompleteincludingcarriage of materials within all leads and lifts including carriage of materials within all leads and lifts.

FinishingwithEpoxypaint(twoormorecoats)onsteelworkatalllocationspreparedandappliedaspermanufacturer’sspecificationsincludingappropriateprimingcoat,preparationofsurface,etc.completewithin all leads and lifts including carriage of materials within all leads and lifts.

FinishingwithDeluxeMultisurfacepaintsystemforinteriorsandexteriorswoodworkwithDeluxeMultiSurfacePaintofrequiredshadetwoormorecoatapplied@0.90ltr/10Persquaremeter(zeropointnintylitrepertensquaremeters)[email protected]/10Persquaremeter(zeropointseventyfivelitrepertensquaremeters)ofapprovedbrandandmanufacturecompleteasperdirection of Engineer-in-charge.

ApplyingsinglecoatofBirla/JKwhitewallcareputtyoverplastersurfaceafterthoroughlybrushingthesurfacefreefrommortardrops,dust,loosematerialsandotherforeignmatterssandpaperedsmoothtogivefinalmatterfinishtothesurfacecompleteasperthedirectionoftheEngineer-In-Charge,asperHP.PWD.specification1990volume-I,includingcarriageofalllabourequipmentandmaterialtovariouslocation through all modes of transportation in all leads lifts and all incidental charges

Wallpaintingtwocoatswithpremiumacrylicemulsionpaintofinteriorgrade,havingVOC(VolatileOrganicCompound)contentlessthan50grams/litre(Fiftygramperlitre)ofapprovedbrandandmanufacture,includingapplyingadditionalcoatswhereverrequiredtoachieveevenshadeandcolourincluding carriage of materials within all leads and lifts.

Finishing walls with Acrylic Smooth exterior paint of required shade on new work (Two or more coat applied @ 1.67 ltr/10 Per square meter ( one point sixty seven litre per ten square meters) over and including priming coat of exterior primer applied @ 2.20 kg/10 Per square meter) ( two point twenty five litre per ten square meters) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

12 ( twelve) millimeters thick cement plaster in single coat on the fair side of brick/concrete/stone walls for interior plastering up to all heights including arrises.internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty)millimeters in girth and finished even and smooth in cement mortar 1:6(One cement: Six sand),as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .)

15(Fifteen)millimetersthickcementplasterinsinglecoatontheroughsideofbrick/concrete/stonewallsforinteriorplasteringuptoallheightsincludingarrises.internalroundedangles,chamfersand/orroundedanglesnotexceeding80(Eighty)millimetersingirthandfinishedevenandsmoothincementmortar1:6(Onecement:Sixsand),asperHP.PWD.specification1990volume-I,includingcarriageofalllabourequipmentandmaterialtovariouslocationthroughallmodesoftransportationinallleadsliftsandallincidental charges .

Making plinth protection 50mm (Fifty millimeter)thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm (Twenty millimeter) nominal size) over 75mm thick bed of dry brick ballast 40 mm (forty millimeter) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (one cement : three coarse sand), including the cost of required centering, shuttering complete in 1:1½:3 (one Cement: one point five coarse sand : three graded stone aggregate 20 mm ( twenty millimeter nominal size) including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm ( six hundred millimeter)with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers (eighty degree celcius) & connectors etc., with clamps at 1 (one)metre spacing, 1620 mm (20mm O.D pipe) internal fitting including carriage of material within all lead and lift as per the direction of the Engineer-in-Charge.

Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers (eighty degree celcius) & connectors etc., with clamps at 1 (one)metre spacing, 2025 (25 mm OD) pipe internal fitting including carriage of material within all lead and lift as per the direction of the Engineer-in-Charge.

Providing and fixing PVC floor trap 110*90 ( one hundred ten in to ninty millimeter) millimeters I.S.I marked of self cleaning design with PVC Pipe complete including cost of cutting and making good the wall and floors as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing 110 mm ( one hundred ten millimeter) dia PVC waste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing 75 mm diameter ( seventy five millimeter) PVC waste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing 110 mm ( One hundred ten millimeters) nominal bore PVC Plain Bends ISI marked including fixing with approved adhesive complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental

Providing and fixing 75 mm ( Seventy five millimeters) nominal bore PVC Plain Bends ISI marked including fixing with approved adhesive complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental

Providing and fixing 110 mm ( One hundred ten millimeters) nominal bore PVC door Bends of required degree (any radius) with oval access door insertion rubber washer 3 (three) millmetres thick, bolts and nuts complete Supreme fittings and accessories complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges.

Providing and fixing 75 mm ( Seventy five millimeters) nominal bore PVC door Bends of required degree (any radius) with oval access door insertion rubber washer 3 (three) millmetres thick, bolts and nuts complete Supreme fittings and accessories complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges.

Providing and fixing 110 mm ( one hundred ten millimeter) diameter PVC cowl I.S.I marked including cutting holes in walls and making good the same, as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads ifts and all incidental charges .

Providing and fixing vitreous china water closet squatting pan(Indian Type W.C).Orrissa Pattern I.S.I marked size 580 (Five Hundred Eighty) millimeters, as per HP.PWD. specification,including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing White Vitreous China Flat back wash basin size 550x 400 mm ( five hundred fifty in to four hundred millimeter) with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm (thirty two millimeter) C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing & fixing 100 mm (hundred mm) diameter CP heavy duty makes ISI marked no 8931 and 8934 grating for gully Nahni trap as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Providing & fixing 600 x 450mm (six hundred into four hundred fifty millimeter) beveled edge mirror of superior class mounted on 6mm thick AC sheet of plywood sheet fixed with wooden plugs with CP brass screws and washers complete as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Providing and fixing 600 mm ( six hundred millimeter) long towel rail with total length of 645 mm ( six hundred forty five millimeter), width 78 mm ( seventy eight millimeter) and effective height of 88 mm ( eighty eight millimeter) , weighing not less than 190 gms PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing 600 (Six hundred) millimeter x 120 (One hundred twenty) millimeters glass shelf with C.P. brass brackets and guard rail complete, fixed to wooden plug with C.P. brass screws, including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Providing and fixing CP brass toilet paper holders including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge

Providing & fixing chromium plated heavy duty ISI marked no 8931 and 8934) brass soap dish with CP brass brackets fixed to wooden cleats with CP brass screws as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Providing and fixing 15mm ( fifteen millimeters) nominal bore C.P. brass long Eache bib cock of approved quality conforming to IS standards as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals.

Providing and fixing brass angle valve 15 ( fifteen millimeters) diameter without Nuts and pipe, including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge

Providing and fixing uplasticised 45 cm (forty five millimeter) length 15 mm (Fifteen millimeter) nominal bore PVC connection pipe with brass unions including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge

Providing and fixing fullway brass valve with wheel 15 (fifteen) millimeters nominal bore , as per HP.PWD specification , including carriage of all labour equipment Providing and fixing brass bib cock of approved quality including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge

Providing and fixing 150 x 100 mm (one hundred fifty in to one hundred millimeter) size P type square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry common burnt clay F.P.S. (non modular) bricks of class designation 7.5 chamber with water tight C.I. cover with frame of 300 x300 mm (three hundred into three hundred millimeter) size (inside) the weight of cover to be not less than 4.50 kg ( four point fifty kilogram) and frame to be not less than 2.70 kg ( two point seventy kilogram) as per standard design including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges

Providing & fixing 32mm (thirty two millimeter) dia rubber plug for sink or wash basin as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Cement concrete 40 mm ( forty millimeter) thick flooring 1:2:4 (one cement : two coarse sand : four with 20 mm (twenty millimeter) nominal size stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of Eaching of steps etc. complete as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

18 mm (eighteen millimeter) cement plaster in two coats under layer 12 mm (twelve millimeter) thick cement plaster 1:5 (one cement : five coarse sand) and a top layer 6 mm (six millimeter) thick cement plaster 1:3 (one cement : three coarse sand) finished rough with sponge as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Supplying and fixing C.I. cover 300x300 mm (three hundred into three hundred millimeter) without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Per kilogram ( four point fifty kilogram) as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( hundred millimeter) diameter AC pipe extending through the full width of the structures with slope of 1 (one)(V):20 ( twenty) (H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges .

Providing and fixing PVC waste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD. specification 1990 volumeI, including carriage of all labour equipment and material to various locationt hrough all modes of transportation in all leads lifts and all incidental charges.

RAM PAL CHANDEL