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| 1 | Earth work in excavation by mechanicalmeans (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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 4 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 5 | Of area 3 sq. metres and below |
| 6 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 7 | For thickness of tiles 10 mm to 25 mm |
| 8 | Demolishing cement concretemanually/ bymechanicalmeans includingdisposalofmaterialwithin 50metresleadasper direction of Engineer - in - charge. |
| 9 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 10 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 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 : |
| 14 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 15 | Reinforcedcement concreteworkinwalls(any thickness), includingattachedpilasters,buttresses,plinthandstring courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 16 | 1:1.5:3 (1cement :1.5 coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 20 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 26 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 28 | Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, as per directions of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately) |
| 29 | 30 mm thick shutters |
| 30 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws andPVC sleeves etc., wherever necessary complete : |
| 31 | 25 mm dia |
| 32 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 33 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 34 | 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 : |
| 35 | 250x16 mm |
| 36 | 300x16 mm |
| 37 | 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 : |
| 38 | 200x10 mm |
| 39 | 250x10 mm |
| 40 | 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 : |
| 41 | 125 mm |
| 42 | Providing and fixing aluminium hanging floor door stopper, ISI marked, 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. |
| 43 | Twin rubber stopper |
| 44 | Providing and fixing factory made uPVC glazed/ wire mesh windows/doorscomprisingofleadfreeuPVCmulti- chamberedframe,sashandmullion/coupler(wherever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia. with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steelscrewsetc.Profileofframe,sash&mullion(if required) shall be mitred cut and fusion welded/ mechanicallyjointeddulysealedat allcorners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification &direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per designrequirementsandconformingtoIS: 3548&IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (iii)Siteswith basic wind speed > 45 m/sec as per IS 875 - Part 3 (iv) Sites with structure height more than 20m for all wind speeds. |
| 45 | Casementwindowdoublepanelswithfixedmullionwith S.S. 304 friction hinges as per size and weight of sash, multi- pointlockingsystem,zincalloy(zamak)powdercoated handles.Using R2 series with frame (39mm & above) x (39mm & above)&sash(39mm&above)x(60mm&above)& mullion (39mm & above) x (60mm & above). (Height upto |
| 46 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 47 | Providing and fixing Ist quality ceramic glazed wall 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 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. |
| 48 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 49 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: |
| 50 | Barge board (Upto 300 mm) |
| 51 | Gutter (600 mm over all girth) |
| 52 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 53 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 54 | 1:4 (1 cement: 4 fine sand) |
| 55 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. |
| 56 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 60 grams/ litre |
| 57 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 58 | Two coats |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 60 | Two or more coats on new work |
| 61 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : |
| 62 | Two or more coats on new work |
| 63 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 64 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 65 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 66 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 67 | DismantlingW.C.Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. |
| 68 | Dismantling 15 to 40 mm dia G.I. pipe including stacking ofdismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.(a) Internal Work- Exposed on wall |
| 69 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
| 70 | 15 mm to 40 mm nominal bore |
| 71 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 72 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid |
| 74 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 75 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 76 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & makeas approved by Engineer in charge. (a) 15 mm nominal dia |
| 77 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 78 | Semi rigid pipe32 mm dia |
| 79 | 40 mm dia |
| 80 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 81 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 82 | Rectangular shape 453x357 mm |
| 83 | Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawlplugs etc., complete. |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings withonestep CPVCsolvent cementandthe cost of cutting chasesandmaking good thesame including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 85 | 15 mm nominal dia Pipes |
| 86 | 20 mm nominal dia Pipes |
| 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 88 | 25 mm nominal dia Pipes |
| 89 | 40 mm nominal dia Pipes |
| 90 | Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: |
| 91 | 25 to 40 mm nominal bore |
| 92 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 93 | 25 mm nominal bore |
| 94 | 40 mm nominal bore |
| 95 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 96 | 25 mm nominal bore |
| 97 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 98 | 45 cm length15 mm nominal bore |
| 99 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 100 | 100 mm diameter |
| 101 | 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. |
| 102 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 103 | 15 mm nominal bore |
| 104 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 105 | 15 mm nominal bore |
| 106 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 107 | 15mm nominal bore |
| 108 | Providing and fixing PTMT grating of approved quality and colour. |
| 109 | Circular type100 mm nominal dia |
| 110 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 111 | 25mm nominal bore, weighing not less than 62 gms |
| 112 | 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. |
| 113 | 110 mm diameter |
| 114 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 115 | 15 mm nominal bore |
| 116 | Providing and laying hollow cement concrete block walling upto floor five level 100 mm thick consisting of hollow block of size 400x100x200 mmthick of mix 1:3:6 (1 Cement:3 Coarse sand:6 graded stone aggregate 12.5 mm nominal size) laid in cement mortar 1:6 (1 Cement: 6 Coarse sand). |
| 117 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position: |
| 118 | Superior hard wood of cat-II (A). |
| 119 | Providing and fixing soil, waste and vent pipes with UPVC pipe conforming to IS : 13592 Type Bincluding jointing with seal ring conforming toIS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 120 | 110 mm dia |
| 121 | 75 mm dia |
| 122 | Providing and fixing UPVC moulded door bend of required degree with access door insertion rubber washer 3 mm thick, bolts and nuts complete for UPVC soil pipes conforming to IS : 13592Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 123 | 110 mm dia |
| 124 | 75 mm dia |
| 125 | Providing and fixing UPVC moulded single equal plain junction of required degree for UPVC soil pipes conforming to IS : 13592Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 126 | 75x75x75 mm |
| 127 | Providing and fixing UPVC moulded plain bend of required degree for UPVC soil pipes conforming to IS : 13592Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 128 | 110 mm |
| 129 | 75 mm |
| 130 | Providing and fixing UPVC moulded self cleaning trap design with screw down or hinged grating with arm complete including cost cutting and making good the walls and floors complete. |
| 131 | 110 mm inlet and 75 mm outlet |
| 132 | Providing and fixing liquid soap container of 109mm wide, 125mm hight and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighting not less than 105 gms. |
| 133 | Providing and fixing CP brass towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, as directed by Engineer-in-charge. |
| 134 | Providing and fixing CP brass towel rail complete with brackets fixed to CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 135 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, as directed by Engineer-in-charge. |
| 136 | Providing and fixing CP brass soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, as directed by Engineer-in-charge. |
| 137 | Constructing masonry Chamber 60x60x75 cm inside, in cement concrete solid block size of 400x100x200mm work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 138 | Providing and fixing CP brass 2 in 1bib cock with wall flange including fittings complete of approved quality and make as approved by Engineer-in-charge. |
| 139 | 15 mm nominal bore |
| 140 | Providing and fixing CP brass Health faucet (ABS) with rubbit cleaning system, 125cm long CP flexible tube and ABS wall hook of make - Hindware or its equivalent with fittings complete as approved by Engineer-in-charge.a) 15mm nominal bore |
| 141 | Constructing solid block walling 400x200x200 mm manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 142 | Inside 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg). |
| 143 | Providing cement concrete surface drainincluding earthexcavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neatcement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth. |
| 144 | 23 x 23 cm surface drain |
