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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified gradecost of centring and shuttering - -All work upto plinth level 1:5:10(1cement:5coarsesand:10gradedstoneaggregate 40 mm nominal size) |
| 3 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sandaggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in 1:6 C/S Mortar. |
| 5 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 4.4.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)Superstructure |
| 8 | ReinforcementforR.C.C.workincludingstraightening,cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.. . |
| 9 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | Suspendedfloors,roofs,landings,balconiesandaccess platform. |
| 14 | Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Structuralsteelworkriveted,boltedorweldedinbuiltupse trussesandframedwork,includingcutting,hoisting,fixingin and applying a priming coat of approved steel primer all complete |
| 16 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles,including applying a priming coat of approved steel primer. |
| 17 | Providing and fixing M.S. Tubular frames for doors, windows, ventilatorsand cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) |
| 18 | 12 mm cement plaster of mix1:6 (1 cement : 6 fine sand) |
| 19 | 15 mm cement plaster of mix1:6 (1 cement : 6 fine sand) c/f sand on rough side of single or half brick wall |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 21 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 grad finished with a floating coat of neat cement including cement slurry40mm thick with 20mm nominal size stone aggregate. |
| 22 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 11.13.1 40 mm wide and 4 mm thick |
| 23 | Providing and laying vitrified floor tiles,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurryincluding grouting the joints with white cement and matching pigments etc., completes Size of Tile 600x600 mm |
| 24 | 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. 11.46.2 Size of Tile 600x600 mm |
| 25 | Providing and fixing ISI marked flush door shutters conforming to I non-decorative type, core of block board construction with frame o wood and well matched commercial 3 ply veneering with vertical g bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 26 | S/F Oxidised mild steel double acting spring hinges 150 mm |
| 27 | Providing and fixing aluminium handles ISI marked anodised(anod less than grade AC10 as perIS:1868)transparent or dyed to req. |
| 28 | 125mmm |
| 29 | Providing and fixing aluminium tower bolts ISI marked anodised (a not less than grade AC 10 as per IS : 1868 ) transparent or dyed t or shade with necessary screws etc. complete. |
| 30 | 300x10 mm |
| 31 | Providing and fixing aluminium sliding door bolts ISI marked anodi coating not less than grade AC 10 as per IS : 1868) transparent orcolour or shade with nuts and screws etc. complete. |
| 32 | (i)300x16 mm |
| 33 | Providing and fixing aluminium hanging floor door stopper ISI mar (anodic coating not less than grade AC 10 as per IS : 1868) transp required colour and shade with necessary screws etc. complete.Twin rubber stopper |
| 34 | 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.. |
| 35 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 36 | Less primer |
| 37 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @0.75 ltr/10 |
| 38 | PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/[email protected]/10sqm ofapproved brand or manufacture |
| 39 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 40 | Less primer |
| 41 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 42 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 43 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) |
| 44 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :11.23.5 Udaipur green marble |
| 45 | Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. 11.22.1 Marble tiles (polished) Raj Nagar 11.22.1.1 8 mm thick |
| 46 | Providing and fixing white vitreous china laboratory sink with C.I. brackets,C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mm |
| 47 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External Work |
| 48 | 15mm |
| 49 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.1 15 mm nominal bore |
| 50 | Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. |
| 51 | 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 |
| 52 | Providing and fixing brass stop cock of approved quality : 18.16.1 15 mm nominal bore |
| 53 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.1 15 mm nominal bore |
| 54 | Site Development |
| 55 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer 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 Technical Specification Clause 1603.1 |
| 56 | 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 |
| 57 | 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.(As per PWD Uttarakhand specifications) |
| 58 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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 |
| 59 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed) |
