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| 1 | Earth work in excavation by mechanical means (HydraulicExcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 2 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level 1:4:8(1Cement:4finesand:8gradedstoneaggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 3 | Random rubble masonry with hard stone in foundation and plinthincluding levellingup with cement concrete 1:6:12 (1 cement: 6 coarsesand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 4 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 8 | Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 9 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 10 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 11 | Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Centring and shuttering including strutting,ropping etc. andremoval of form for Suspended floors, roofs, landings, balconies and access platform . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 14 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 15 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 16 | 12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 17 | Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5 m. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 18 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate) finished with a floating coat of neat cement including cementslurry, but excluding the cost of nosing of steps etc. 40mm thick with 20mm nominal size stone aggregate. complete.by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 19 | Providingandfixingglassstripsinjointsofterrazo/cement concretefloors. 40 mm wide and 4 mm thick. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 20 | Plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 21 | Structural steel work riveted, bolted or welded in built kilogram up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 22 | Providing and fixing ISI marked flush door shutters conforming toIS: 2202 (Part I) non-decorative type, core of block board construction with frameof 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 23 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood 30 mm thick shutters |
| 24 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Float glass panes 5.0 mm thick glass panes (weight not less than 12.5 kg per sqm) |
| 25 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm. |
| 26 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150x10 mm. |
| 27 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm. |
| 28 | Providing and fixing aluminium hanging floor door stopper ISImarked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper . as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item . Single Rubber Stopper |
| 29 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 30 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 31 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm). |
| 32 | PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/[email protected]/10sqm ofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 33 | PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof [email protected]/10sqmofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item |
| 34 | Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete |
| 35 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by themanufacturer) of 1st conforming to IS :15622 of approved make in all colours, shades, exceptquality laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. |
| 36 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 37 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 38 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement |
| 39 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 |
| 40 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 41 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 42 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item . |
| 43 | PCC M10 Grade leveling course below approach slab complete as per drawing and Technical specification 1:3:6 |
| 44 | Providing and laying of stone set pavement over 2.5 cm thick bedding layer of PCC 1:2:4 which shall further be placed over 10 cm thick dry stone kharanja or crushed stones base over a prepared subgrade as per drawings and technical specifications. The size of stones shall not be less than 20 cm x 20 cm and thickness of stones shall vary from 10 cm to 15 cm. The work includes filling of joints with PCC 1:2:4 as per the standard drawings and instructions of the Engineer-in-Charge. |
| 45 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (75 mm diameter ) |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item (110 mm diameter ) |
| 47 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item Coupler110 mm |
| 48 | Providing and fixing to the inlet mouth of rain water pipe each cast iron grating 15 cm diameter and weighing not less than 440 grams. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 49 | Providing and fixing ball valve (brass) of approved qualitycomplete. High or low pressure with plastic floats. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given 20 mm nominal bore |
| 50 | Providing and fixing watercloset squatting pan(Indian type W.C.pan )with 100mm sand castIronP or S trap, 10 litre lowlevelwhite P.V.C.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231,with all fittings and fixtures completeincludingcutting and making good the walls and floors wherever required :WhiteVitreouschinaOrissapatternW.C.panofsize580x440mm with integral type foot rests as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given. |
| 51 | WhiteVitreousChinaFlatbackwashbasinsize550x400mm with single 15 mm C.P. brass pillar tap. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 52 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 53 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. as per direction of Engineer -in- charge, work to be execuated as per specification a rate of above given (Flexible pipe 32mm dia) |
| 54 | Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 15 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 55 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (external work) 20 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 56 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 57 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 58 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 59 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1cement :3 coarsesand) 12mm thick finished with a floating coat of neat cement complete as per standard design : as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks) |
| 60 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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 tankas per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given |
| 61 | Suypplying & Fixing Sign Board |
