|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge, DSR 2.8.1 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials., DSR 2.26.1 |
| 3 | All kinds of soil, 2.26.1 |
| 4 | 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, DSR 2.25 |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift., DSR 2.25a |
| 6 | Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment, DSR 2.35 |
| 7 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:, 2.35.2 |
| 8 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, 2.35.2.1 |
| 9 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:, DSR 2.35.3 |
| 10 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, 2.35.3.1 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., 2.27 |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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), DSR 4.1.8 |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources), DSR 4.10 |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil., DSR 4.13 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :, DSR-5.9 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete., DSR-5.9.1 |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., DSR-5.9.2 |
| 18 | Suspended floors, roofs, landings, balconies and access platform., DSR-5.9.3 |
| 19 | Shelves (Cast in situ), DSR-5.9.4 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, DSR-5.9.5 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts., DSR-5.9.6 |
| 22 | Stairs, (excluding landings) except spiral-staircases., DSR-5.9.7 |
| 23 | Weather shed, Chajjas, corbels etc., including edges, DSR-5.9.19 |
| 24 | Edges of slabs and breaks in floors and walls, DSR-5.9.16 |
| 25 | Under 20 cm wide, DSR-5.9.16.1 |
| 26 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)., DSR-5.11 |
| 27 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured), DSR-5.11.1 |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more, (DSR 5.22.6) |
| 29 | Upto P.L, (a) |
| 30 | Above P.L, (b) |
| 31 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete., DSR-5.33 |
| 32 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 33 | All works upto plinth level., DSR-5.33.1 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum, DSR-5.33.1.1 |
| 35 | All works above plinth level upto floor V level., DSR-5.33.2 |
| 36 | Concrete of M25 grade with minimum cement content of 330 kg /cum, DSR-5.33.2.1 |
| 37 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level.Concrete of M30 grade with minimum cement content of 350 kg /cum, DSR-5.33.2.2 |
| 38 | Add for using extra cement in the items of design mix over and above the specified cement content therein., DSR-5.35 |
| 39 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections., DSR-5.30 |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand, (DSR .6.1.2) |
| 41 | Brick work 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 in all shapes and sizes in 230 mm wall Cement mortar 1:6 (1 cement : 6 coarse sand), 6.4.2 |
| 42 | Brick work 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 in all shapes and sizes in 115 mm wall Cement mortar 1:4 (1 cement : 4 coarse sand), 6.4.1 |
| 43 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels., 8.2.2.1 |
| 44 | Granite stone slab of colour black, Cherry/Ruby red, 8.2.2 |
| 45 | Area of slab over 0.50 sqm, 8.2.2.2 |
| 46 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete., 8.4 |
| 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 stepsand 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. Fixing Ceramic floor tiles with cement based high polymer modified quickset tile adhesive (Water based) conforming to IS: 15477,ANSI: A 118.4 ET, EN12004/ISO 13007: C2TE, in average 3mm thickness.Adhesive Make: Laticrete 315 plus/Capa/kerakoll, 8.31+11.43 |
| 48 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, 9.21 |
| 49 | 35 mm thick including ISI marked SS butt hinges with necessary screws ., 9.21.1 |
| 50 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters, 9.23 |
| 51 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws, 9.21.3 |
| 52 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters, 9.23 |
| 53 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, 9.21 |
| 54 | On both side, 9.22.1 |
| 55 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places forfixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge., 9.122.2 |
| 56 | Extra for cutting rebate in flush door shutters, 9.26 |
| 57 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm, 9.135.1 |
| 58 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever 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 (where ever 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 per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, 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., 9.147.A4 |
| 59 | Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., 9.147.A4 |
| 60 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m)., 9.147.A4.2 |
| 61 | Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles., 9.147.D1 |
| 62 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90 metre)., 9.147.D1.1 |
| 63 | Providing & fixing 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm)., 9.7.7.2 |
| 64 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378), 9.66 |
| 65 | 125 mm, 9.66.1 |
| 66 | 100 mm, 9.66.2 |
| 67 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378), 9.62 |
| 68 | 300x16 mm, 9.62.1 |
| 69 | 250x16 mm, 9.62.2 |
| 70 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378), 9.63 |
| 71 | 250x10 mm, 9.63.1 |
| 72 | 200x10 mm, 9.63.2 |
| 73 | 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., DSR-9.101.1 |
| 74 | Single rubber stopper, i |
| 75 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete., DSR-9.79.2 |
| 76 | Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge., DSR-9.170.1 |
| 77 | 200 mm |
| 78 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.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., 10.15 |
| 79 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), 10.15.1 |
| 80 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece, 10.5.2 |
| 81 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. asrequired.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, 10.25.2 |
| 82 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mmflat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge., 10.31 |
| 83 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing therailing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steelmembers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)., 10.28 |
| 84 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete., 10.16.1 |
| 85 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based highpolymer modified quick set tile adhesive (water based) conforming to IS : 15477, ANSI: A 118.4 ET, EN12004/ISO 13007: C2TE in average 6 mm thickness, including grouting of joints Adhesive make: Laticrete 315 plus/Capa/kerakoll, 11.49 |
| 86 | Size of Tile 600x600 mm, 11.49.2 |
| 87 | Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately)., 11.47 |
| 88 | Size of Tile 600x600 mm, 11.47.2 |
| 89 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :, 11.26 |
| 90 | 25 mm thick, 11.26.1 |
| 91 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete., 11.27 |
| 92 | 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. Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarsesand) bedding in laying of floor tiles and jointing with grey cement slurry@ 3.3 kg/ sqm.Fixing Ceramic floor tiles with cement based high polymer modified quickset tile adhesive (Water based) conforming to IS: 15477,,ANSI: A 118.4 ET, EN12004/ISO 13007: C2TE in average 3mm thickness.Adhesive Make: Laticrete 315 plus/Capa/kerakoll, 11.37-11.42+11.43 |
| 93 | Cement concrete flooring 1:2:4 finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate, 11.3.1 |
| 94 | 18mm thick Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement., 11.6.1 |
| 95 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge., 11.56 |
| 96 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent., 11.56.1 |
| 97 | Extra for pre finished nosing to treads of steps of marble stone., 11.24 |
| 98 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4coarse sand) :Light shade pigment using white cement, 11.19.1 |
| 99 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :, DSR-12.21 |
| 100 | In 75x75 mm deep chase, DSR-12.21.1 |
| 101 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete., DSR 12.22 |
| 102 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required., 12.5 |
| 103 | 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, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :, 12.51 |
| 104 | Ridges plain (500 - 600mm), 12.51.1 |
| 105 | 6 mm cement plaster in ceiling of mix : 1:3 (1 cement : 3 fine sand), 13.16.1 |
| 106 | 15 mm cement plaster on rough side of single or half brick wall of mix:, 13.5 |
| 107 | 1:4 (1 cement: 4 coarse sand), 13.5.1 |
| 108 | 12 mm cement plaster of mix :, 13.4 |
| 109 | 1:6 (1 cement: 6 coarse sand), 13.4.2 |
| 110 | 15 mm cement plaster of mix :, 13.5 |
| 111 | 1:6 (1 cement: 6 coarse sand), 13.5.2 |
| 112 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof., 13.22 |
| 113 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm), 13.47.1 |
| 114 | Two coats wall painting with premium acrylic emulsion paint of interior grade, 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., 13.83.2 |
| 115 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre, 13.85.1 |
| 116 | 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., 13.8 |
| 117 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :, 13.61 |
| 118 | Two or more coats on new work, 13.61.1 |
| 119 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/ pattern, with approved standard section and fixed to the existing window frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-incharge.(Only weight of grill to be measured for payment)., 21.17 |
| 120 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :, DSR- 22.1 |
| 121 | (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. |
| 122 | (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. |
| 123 | Using rough kota stone., 22.1.1 |
| 124 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : |
| 125 | Using rough Kota stone, 22.2.1 |
| 126 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:, DSR-22.3 |
| 127 | Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface., (i) |
| 128 | IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface., (ii) |
| 129 | IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area., (iii) |
| 130 | IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm)., (iv) |
| 131 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:, CPWD 22.7 |
| 132 | Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645-2003, IS:9103, ASTMC 494 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.Water proofing compound Make:- Mykarment/Pidlite/BASF, (i) |
| 133 | Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs., (ii) |
| 134 | After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge., (iii) |
| 135 | Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep., (iv) |
| 136 | The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :, (v) |
| 137 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm., DSR 22.7.1 |
| 138 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage., DSR 22.23.1 |
| 139 | For vertical surface two coats @ 0.70 kg per sqm per coat, 22.23.1 |
| 140 | For horizontal surface one coat @1.10 kg per sqm., 22.23.2 |
| 141 | Providing and fixing white vitreous china pedestal type water closet (EuropeantypeW.C.pan)with seat and lid,10litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete,including cutting and making good the walls and floors wherever required :, 17.2.1 |
| 142 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required, 17.1 |
| 143 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests, 17.1.1 |
| 144 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe andC.P.brass spreaders with brass union and G.I clamps complete,including painting of fittings and brackets, cutting and making good the walls and floors wherever required, 17.4.1 |
| 145 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-, 17.7.4 |
| 146 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer . |
| 147 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the wallswherever required :, 17.1 |
| 148 | Kitchen sink without drain board610x510 mm bowl depth 200 mm, 17.10.2.1 |
| 149 | Providing and fixing HEP Nahni-trap of Indian make HCI 100x75mm 4 Kg, SOR Ch-22 Item-52 |
| 150 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge., 17.16A |
| 151 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe32 mm dia, 17.28.2.1 |
| 152 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete., 17.31 |
| 153 | Providing and fixing soil, waste and vent pipes :, 17.35 |
| 154 | 150 mm dia |
| 155 | Centrifuggally cast iron(spun) socket & spigot (s&s)pipe as per IS 3989, 17.35 |
| 156 | 100 mm dia, 17.35.1.2 |
| 157 | Centrifuggally cast iron(spun) socket & spigot (s&s)pipe as per IS 3989, 17.35.2.2 |
| 158 | 75 mm dia, 17.35.2.2 |
| 159 | Hubless centrifugally cast (spun) iron pipesepoxy coated inside & outside IS:15905100 mm dia, 17.35.1.3 |
| 160 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :, 17.36 |
| 161 | 75 mm dia pipe, 17.36.1 |
| 162 | 100 mm dia pipe, 17.36.2 |
| 163 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),including cost of cutting holes and making good the walls etc. :, 17.37 |
| 164 | For 100mm dia pipe, 17.37.1 |
| 165 | For 75 mm dia pipe, 17.37.2 |
| 166 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete., 17.38 |
| 167 | 100 mm dia, 17.38.1 |
| 168 | Sand cast iron S&S as per IS - 3989, 17.38.1.2 |
| 169 | 75 mm dia, 17.38.2 |
| 170 | Sand cast iron S&S as per IS - 3989, 17.38.2.2 |
| 171 | Providing and fixing plain bend of required degree:, 17.39 |
| 172 | 100 mm dia, 17.39.1 |
| 173 | Sand cast iron S&S as per IS - 3989, 17.39.1.2 |
| 174 | 75 mm dia, 17.39.2 |
| 175 | Sand cast iron S&S as per IS - 3989, 17.39.2.2 |
| 176 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete., 17.43 |
| 177 | 100x100x100 mm, 17.43.1 |
| 178 | Sand cast iron S&S as per IS - 3989, 17.43.1.2 |
| 179 | 75x75x75 mm, 17.43.2 |
| 180 | Sand cast iron S&S as per IS - 3989, 17.43.2.2 |
| 181 | Providing and fixing single equal plain junction of required degree :, 17.44 |
| 182 | 100x100x100 mm, 17.44.1 |
| 183 | Sand cast iron S&S as per IS - 3989, 17.44.1.2 |
| 184 | 75x75x75 mm, 17.44.2 |
| 185 | Sand cast iron S&S as per IS - 3989, 17.44.2.2 |
| 186 | Providing and fixing single unequal plain junction of required degree :, 17.48 |
| 187 | 100x100x75 mm, 17.48.1 |
| 188 | Sand cast iron S&S as per IS - 3989, 17.48.1.2 |
| 189 | Providing and fixing single equal plain invert branch of required degree :, 17.5 |
| 190 | 100x100x100 mm, 17.50.1 |
| 191 | Sand cast iron S&S as per IS - 3989, 17.50.1.2 |
| 192 | 75x75x75 mm, 17.50.2 |
| 193 | Sand cast iron S&S as per IS - 3989, 17.50.2.2 |
| 194 | Providing and fixing sand cast iron S&S off sets as per IS: 1729, 17.53 |
| 195 | 114 mm off sets, 17.53.2 |
| 196 | With 75 mm dia pipe, 17.53.2.1 |
| 197 | With 100 mm dia pipe, 17.53.2.2 |
| 198 | Providing and fixing terminal guard :, 17,56 |
| 199 | 100 mm, 17,56.1 |
| 200 | Sand cast iron S&S as per IS - 3989, 17.56.1.2 |
| 201 | 75 mm, 17.56.2 |
| 202 | Sand cast iron S&S as per IS - 3989, 17.56.2.2 |
| 203 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :, 17.58 |
| 204 | 100 mm, 17.58.1 |
| 205 | 75 mm, 17.58.2 |
| 206 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :, 17.6 |
| 207 | 100 mm inlet and 100 mm outlet, 17.60.1 |
| 208 | Sand cast iron S&S as per IS - 3989, 17.60.1.2 |
| 209 | 100 mm inlet and 75 mm outlet, 17.60.1 |
| 210 | Sand cast iron S&S as per IS - 3989, 17.60.2.1 |
| 211 | Providing and fixing PTMT Bottle Trap for Wash basin and sink., 17.7 |
| 212 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, 17.70.2 |
| 213 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge., 18.7 |
| 214 | Internal work - Exposed on wall |
| 215 | 20 mm nominal dia Pipes, 18.7.2 |
| 216 | 25 mm nominal dia Pipes, 18.7.3 |
| 217 | 32 mm nominal dia Pipes, 18.7.4 |
| 218 | 40 mm nominal dia Pipes, 18.7.5 |
| 219 | 50 mm nominal dia Pipes, 18.7.6 |
| 220 | 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 with onestep CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge., 18.8 |
| 221 | 15 mm nominal dia Pipes, 18.8.1 |
| 222 | 20 mm nominal dia Pipes, 18.8.2 |
| 223 | 25 mm nominal dia Pipes, 18.8.3 |
| 224 | 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., 18.9 |
| 225 | 65 mm nominal dia Pipes, 18.9.7 |
| 226 | 80 mm nominal dia Pipes, 18.9.8 |
| 227 | C.P BRASS FITTINGS |
| 228 | Providing and fixing C.P brass bib cock of approved quality :, 18.49 |
| 229 | 15 mm nominal bore, 18.49.1 |
| 230 | BRASS FITTINGS |
| 231 | Providing and fixing brass bib cock of approved quality :, 18.15 |
| 232 | 20 mm nominal bore, 18.15.2 |
| 233 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 18.17 |
| 234 | 25 mm nominal bore, 18.17.1 |
| 235 | 20 mm nominal bore, 18.17.1A |
| 236 | 32 mm nominal bore, 18.17.2 |
| 237 | 40 mm nominal bore, 18.17.3 |
| 238 | 50 mm nominal bore, 18.17.4 |
| 239 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :, 18.19 |
| 240 | 25 mm nominal bore, 18.19.1 |
| 241 | Horizontal, 18.19.1.1 |
| 242 | 50 mm nominal bore, 18.19.4 |
| 243 | Horizontal, 18.19.4.1 |
| 244 | 65 mm nominal bore, 18.19.5 |
| 245 | Horizontal, 18.19.5.1 |
| 246 | 80 mm nominal bore, 18.19.6 |
| 247 | Horizontal, 18.19.6.1 |
| 248 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately, 18.48A |
| 249 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :, 18.22 |
| 250 | 150 mm diameter, 18.22.2 |
| 251 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required., 1.10 |
| 252 | Group C, 1.10.3 |
| 253 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required., 1.11 |
| 254 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required, 1.14 |
| 255 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, 1.14.1 |
| 256 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, 1.14.2 |
| 257 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire, 1.14.3 |
| 258 | 4x 10 sqmm+ 2x 6 sqmm earth wire, 1.7.10 |
| 259 | 4x 16 sqmm+ 2x 6 sqmm earth wire, 1.7.11 |
| 260 | Supply & fixing of following sizes of medium class PVC conduit along with accessories in surface / recessed including cutting the wall & making good the same in case of recessed conduit as required., 1.21 |
| 261 | 25mm, 1.21.2 |
| 262 | 32mm, 1.21.3 |
| 263 | Supplying and fixing of following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 1.24 |
| 264 | 5/6 Amps switch, 1.24.1 |
| 265 | 2 way 5/6 Amp switch, 1.24.2 |
| 266 | 15/16 Amp switch, 1.24.3 |
| 267 | 3 pin 5/6 Amp socket outlet, 1.24.4 |
| 268 | Telephone socket outlet, 1.24.6 |
| 269 | TV antenna socket outlet, 1.24.7 |
| 270 | Bell push, 1.24.8 |
| 271 | Supplying and fixing of Stepped type 2 module electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 1.25 |
| 272 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., 1.26 |
| 273 | Supplying and fixing of following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required., 1.27 |
| 274 | 1or 2 module (75mmx 75mm), 1.27.1 |
| 275 | 3 module (100mmx 75mm), 1.27.2 |
| 276 | 4 module (125mmx 75mm), 1.27.3 |
| 277 | 8 module (125mmx 125mm), 1.27.4 |
| 278 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required., 2.2 |
| 279 | 125 Amp, 16 KA,TP MCCB, 2.2.2 |
| 280 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator), 2.4 |
| 281 | 8 way (4+24),Double door, 2.4.3 |
| 282 | Supplying and fixing of following ways surface/ recess mounting,vertical type, 415 V, TPN MCB distribution board of sheet steel,dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.), 2.5 |
| 283 | 4 way (4+12), Double door, 2.5.1 |
| 284 | Supplying & fixing 5 amps to 32 amps rating 240/415 volts, 10 kA, \\"C\\" curve Miniature Circuit Breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.1 |
| 285 | Single Pole, 2.10.1 |
| 286 | Supply & fixing of single pole blanking plate in the existing MCB DB complete etc. as required, 2.11 |
| 287 | Supplying and fixing of following rating four pole 415 V MCB in the existing MCB DB complete with connections ,testing and commissioning etc as required., 2.13 |
| 288 | 40A, 2.13.1 |
| 289 | 63A, 2.13.2 |
| 290 | Supplying & Fixing of following rating double pole (single phase and neutral) 240 volts, Residual Current Circuit Breaker (RCCB), having a sensitivity current upto 30 milli-amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.14 |
| 291 | 40 Amps, 2.14.2 |
| 292 | 63 Amps, 2.14.3 |
| 293 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., civil dsr-10.18 |
| 294 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required., 1.31 |
| 295 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., 1.33 |
| 296 | Supplying and fixing brass batten/ angle holder including connection etc. as required., 1.34 |
| 297 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required., 1.35 |
| 298 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required., 1.38 |
| 299 | Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored), 1.48 |
| 300 | Extra for fixing the Louvers/ shutters complete with frame for exhaustfans of all sizes., 1.51 |
| 301 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required., 1.56 |
| 302 | Fixing of lightning conductor finial (single prong) withbase plate including holes etc. complete as required., 6.2 |
| 303 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc asrequired., 6.3 |
| 304 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor and external lighting complete as required. (For Horizontal run), 6.7 |
| 305 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface ofwall for lightning conductor complete as required. (For vertical run), 6.8 |
| 306 | Laying copper/ G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required., 6.12 |
| 307 | Earthing with G.I. earth plate 600 mm X 600 mm X 6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required., 5.4 |
| 308 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc.with charcoal/ coke and salt as required., 5.6 |
| 309 | Supply and laying of 25mm x 5mm G.I. strip from earth electrode directly in the ground as required complete in all respect., 5.11 |
| 310 | Supply and laying of 25mm x 5mm copper strip at 0.50 meter below ground as strip earth electrode including connection / terminating with nut ,bolt spring washer etc. jointing shall be done by overlaping and with 2 sets of brass nut bolt&spring washer spaced at 50mm), 5.8 |
| 311 | LED Down lighter (SMD Type) (System lumen efficacy ≥ 105 < 120 lm/Watt ) Supplying, Installation, Testing & Commissioning ofLED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following bodymaterial with PMMA and prismatic diffuser andconstruction as per IS: 10322 with driver as per therequirement with Driver efficiency >85%, Operatingvoltage AC 140-270 Volt, frequency 50/60 hz,Operating temp range -5°C to 40°C, internal surgeprotection of 2.5 KV with Short & Open circuitprotection, THD < 10%, P. F.≥0.95, IP20, CRI >80,UGR (Unified Glare Rating) ≤ 19, Flicker free (flickershould be below 5%), life time (LED, Driver &electrical circuitry), of minimum 50000 BurningHours with 70% of initial Lumen maintained tilllife ends, CCT 3000°K /4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (StandardDeviation Colour Matching) <3, Maximum powerconsumption should not more than the specifiedrating and Fixture shall be confirming to relevant BISstandards. Manufactures Word Mark/ NameEngraved/ Embossing/ Screen printing on housingComplete in all respect i/c external connectionswith 1.5 sq.mm FRLS/HFFR, PVC insulatedcopper conductor single core cable and earthing etc.as required with Minimum 5 year OEM warranty.System lumen efficacy ≥105 and <120 lm/Wattoutput. LM79 & LM80 Test report and all testingrequired for LED fixtures as per BIS shall besubmitted. Shape size and CCT shall be asapproved by Engineer-in-Chargeas perrequirement. (Thermal management: heat sink ofaluminiumhousing such that LED junctiontemperature shall not rise above 90°C) Powder coated die cast /Extruded aluminiumBody including trim, 8.1 |
| 312 | 8 - 10 watt, 8.1.2 |
| 313 | 12 -15 watt, 8.1.3 |
| 314 | LED Batten light (System lumen efficacy ≥120 <135 Im/Watt)Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS: 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI ≥80, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 Im/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C)., 8.1 |
| 315 | Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 316 | 24-26watt, 8.10.2 |
| 317 | LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt).Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 °C to 50 °C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy 135 Im/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C)., 8.14 |
| 318 | 36 watt, 8.14.9 |
| 319 | Brush Less Direct Current (BLDC) Fan without Remote, 9.2 |
| 320 | Supply, Installation, Testing and Commissioning ofceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B, 3 nos. metal( Aluminiumalloy) blades, 30 cm long down rod, 2 nos. canopies,shackle kit, safety rope, copper winding, steel/Al bodyPower Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance asper IS : 374-2019), THD (Total Harmonic Distortion)less than 10%, suitable for operation with regulatorfor speed control and all remaining accessoriesincluding safety pin, nut bolts, washers, temperaturerise=75 0C (max.), insulation resistance more than 2mega ohm, suitable for 230 V, 50 Hz, single phase ACsupply, Ceiling Fan compliant to IS 374:2019 fan i/cexternal connections with 1.5 sq.mm FRLS/HFFR,PVC insulated copper conductor single core cableand earthing etc. as required. |
| 321 | 1200mm, service value ≥ 6.0 CM/Min/Watt, airdelivery 210 CM/Min (Minimum), 9.2.3 |
| 322 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required., 12.3 |
| 323 | Above 4.5 Meter and upto 6.5 Meter, 12.3.1 |
| 324 | Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5 % V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications., 28.2 |
| 325 | Two loop panel, 28.2.1.2 |
| 326 | Supplying, installation, testing & commissioning of central graphical fire alarm management system to centrally monitor and operate the fire alarm system complete as required., 28.2.2 |
| 327 | Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required., 28.2.3 |
| 328 | Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required., 28.2.4 |
| 329 | Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required., 28.2.5 |
| 330 | Supplying, installation, testing & commissioning of fault isolator complete with base as required., 28.2.7 |
| 331 | Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required., 28.2.9 |
| 332 | Supplying, installation, testing & commissioning of addressable fire control module complete as required., 28.2.10 |
| 333 | Supplying, installation, testing & commissioning of addressable manual call point complete as required., 28.2.14 |
| 334 | Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required., 28.2.15 |
| 335 | Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required., 28.2.17 |
| 336 | Supplying, installation, testing & commissioning of fire fighter phone jack complete as required., 28.2.19 |
| 337 | Supplying & laying of 2x1.5 sqmm fire survival armouredcable, 600/1000V rated with annealed copper conductorhaving glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR)insulation and LSZH inner bedding,steel wire armouring &LSZH outer sheath complete as required.., 28.5.1 |
| 338 | Supplying, installation, testing & commissioning of 6 zone,voice alarm controller with USB, MP4 player (including 6zone button paging station) with seamless integration facilitywith main fire alarm panel for voice evacuation complete asrequired., 28.3.1 |
| 339 | Supplying, installation, testing & commissioning ofceiling/wall mounted loud speaker, 3/1.5 Watt in ABSenclosure complete as required, 28.3.4 |
| 340 | Supplying, installation, testing & commissioning of digitalaudio amplifier 50 Watt, 25V rms operating at 240 volt AC supply complete as required, 28.3.6 |
| 341 | Supplying, installation, testing & commissioning of Voicecommand keypad 6 zone, with microphone assemblyc omplete as required., 28.3.9 |
| 342 | Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and sizeincluding connections and interconnections etc. as required, 28.5.3 |
| 343 | speaker cable Two pair, 2-core, 1.5 sqmm, 28.5.3.2 |
| 344 | Supplying, installation, testing and commissioning of electric driven terrace pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump), 27.4 |
| 345 | 900 lpm at 35 m Head, 27.4.1 |
| 346 | Poviding laying , testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including welding ,fitting like elbow, tees, flanges,tapers, nuts bolts , gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint required shade complete as required :, 27.7 |
| 347 | 25 mm dia, 27.7.1 |
| 348 | 80 mm dia, 27.7.6 |
| 349 | 150 mm dia, 27.7.8 |
| 350 | Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required, 27.9 |
| 351 | Single headed Stainless steel, 27.9.2 |
| 352 | 27.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming following sizes as required :to IS 13095 of, 27.11 |
| 353 | 80 mm dia, 27.11.4 |
| 354 | 150 mm dia, 27.11.6 |
| 355 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber washers etc.as required : gasket, GI bolts, nuts,, 27.14 |
| 356 | 150 mm dia, 27.14.7 |
| 357 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets conforming to IS 636 (type-A) as required :, 27.16 |
| 358 | Stainless Steel (Grade 304), 27.16.2 |
| 359 | Supplying and fixing first - aid Hose Reel with MS construction spray painted in post office red, conforming ti IS 884 complete with the following as required :, 27.17 |
| 360 | (a) 20 mm nominal internal dia water hose thermoplastic (Textile reinforced ) type-2 as per IS: 12585 |
| 361 | (b) 20 mm nominal internal dia gun metal globe valve & nozzle. |
| 362 | (c ) Drum and brackets for fixing the equipments on wall. |
| 363 | (d) Connections from riser with 25 mm dia stop gun metal valve & M.S. pipe and socket. |
| 364 | 30m, 27.17.1 |
| 365 | Supplying and fixing 63 mm dia, gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confoming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :, 27.18 |
| 366 | Stainless Steel (Grade 304), 27.18.2 |
| 367 | Supplying and fixing of fire brigade connection of cat iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :, 27.19. |
| 368 | 2-way -100 mm dia M.S. Pipe, 27.19.1 |
| 369 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required., 27.22 |
| 370 | Supply and fixing of CO2 type fire extinguisher 4.5kg capacity (ISI marked IS:2878 & TAC approved) complete with initial chargeb and wall bracket along with supply of all materials and labour for proper completion of work, UPPWD 1132 |
| 371 | Make Ansul/Aska/Minimax/Ceasefire |
| 372 | Supply and fixing of Fire extinguishr ABC type 6.0 kg capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket along with supply of all materials and labour for proper completion, UPPWD 1131A |
| 373 | Make Firecon/LifeGuard/Fire Fit/Excell |
| 374 | 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., DSR 2.8.1 |
| 375 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift., DSR 2.25A |
| 376 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., DSR 2.27 |
| 377 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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), DSR 4.1.8 |
| 378 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :, DSR 2.35 |
| 379 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, 2.35.3.1 |
| 380 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following gradesof concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.1.1 |
| 381 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following gradesof concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 382 | Lintel Band, 5.33.2.1 |
| 383 | Slabs, 5.33.2.1 |
| 384 | Add for using extra cement in the items of design mix over and above the specified cement content therein., DSR 5.35 |
| 385 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), DSR 6.1.2 |
| 386 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources), DSR 4.10 |
| 387 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil., DSR 4.13 |
| 388 | Brick work 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 in all shapes and sizes in : Cement mortar 1:4 ( 1 cement : 4 coarse sand), DSR 6.4.1 |
| 389 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more., DSR 5.22.6 & 5.22A.6 |
| 390 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, DSR 9.21 |
| 391 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, 9.21.1 |
| 392 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured)., 9.23 |
| 393 | Mild steel or iron work |
| 394 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, DSR-10.25.2 |
| 395 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, DSR-10.25.2 |
| 396 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, DSR-10.25.2 |
| 397 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge., DSR-10.31 |
| 398 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes, DSR 10.30.1 |
| 399 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand), DSR 13.4.2 |
| 400 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand), DSR 13.5.2 |
| 401 | 15 mm cement plaster in single coat on plinth 1 cement: 4 course sand in plinth., DSR 13.5.1 |
| 402 | Add for plaster groove in plastered surface or moulding to R.C.C. projections., DSR 5.30 |
| 403 | Making drip course in sun shade or facia as per direction of Engineer incharge including supply of all materials, labour T & P etc for proper completion of the work., DSR 5.30 |
| 404 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate, DSR 11.3.1 |
| 405 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, ANSI: A 118.4 ET, EN12004/ISO 13007: C2TE in average 6 mm thickness, including grouting of joints Adhesive make: Laticrete 315 plus/Capa/kerakollSize of Tile 600x600 mm, DSR 11.49.2 |
| 406 | 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. Fixing Ceramic floor tiles with cement based high polymer modified quickset tile adhesive (Water based) conforming to IS: 15477,,ANSI: A 118.4 ET, EN12004/ISO 13007: C2TE in average 3mm thickness.Adhesive Make: Laticrete 315 plus/Capa/kerakoll, DSR 11.37+11.43-11.42 |
| 407 | 25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :, DSR 11.26.1 |
| 408 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm), DSR 13.47.1 |
| 409 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre, DSR 13.41.1 |
| 410 | 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., DSR 13.80 |
| 411 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 and manufacture, DSR 13.48.3 |
| 412 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture, DSR 13.48.2 |
| 413 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 414 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 415 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm., DSR 22.7.1 |
| 416 | 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 :300x16 mm, 9.96.1 |
| 417 | 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 : |
| 418 | 300x10 mm., 9.97.1 |
| 419 | Providing and fixing Stainless Steel handles, approved quality & make with necessary screws etc all complete. : 125 mm., DSR 9.165.1 |
| 420 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required, 17.1 |
| 421 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests, 17.1.1 |
| 422 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-, 17.7.4 |
| 423 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer . |
| 424 | Providing and fixing HEP Nahni-trap of Indian make HCI 100x75mm 4 Kg, SOR Ch-22 Item-52 |
| 425 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia, 17.28.1 |
| 426 | 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 :Rectangular shape 453x357 mm, 17.32.2 |
| 427 | Providing and fixing soil, waste and vent pipes :, 17.35 |
| 428 | 75 mm dia, 17.35.2 |
| 429 | Centrifuggally cast iron(spun) socket & spigot (s&s)pipe as per IS 3989, 17.35.2.2 |
| 430 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :, 17.36 |
| 431 | 75 mm dia pipe, 17.36.1 |
| 432 | 100 mm dia pipe, 17.36.2 |
| 433 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),including cost of cutting holes and making good the walls etc. :, 17.37 |
| 434 | For 100mm dia pipe, 17.37.1 |
| 435 | For 75 mm dia pipe, 17.37.2 |
| 436 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete., 17.38 |
| 437 | 100 mm dia, 17.38.1 |
| 438 | Sand cast iron S&S as per IS - 3989, 17.38.1.2 |
| 439 | 75 mm dia, 17.38.2 |
| 440 | Sand cast iron S&S as per IS - 3989, 17.38.2.2 |
| 441 | Providing and fixing plain bend of required degree:, 17.39 |
| 442 | 100 mm dia, 17.39.1 |
| 443 | Sand cast iron S&S as per IS - 3989, 17.39.1.2 |
| 444 | 75 mm dia, 17.39.2 |
| 445 | Sand cast iron S&S as per IS - 3989, 17.39.2.2 |
| 446 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete., 17.43 |
| 447 | 100x100x100 mm, 17.43.1 |
| 448 | Sand cast iron S&S as per IS - 3989, 17.43.1.2 |
| 449 | 75x75x75 mm, 17.43.2 |
| 450 | Sand cast iron S&S as per IS - 3989, 17.43.2.2 |
| 451 | Providing and fixing single equal plain junction of required degree :, 17.44 |
| 452 | 100x100x100 mm, 17.44.1 |
| 453 | Sand cast iron S&S as per IS - 3989, 17.44.1.2 |
| 454 | 75x75x75 mm, 17.44.2 |
| 455 | Sand cast iron S&S as per IS - 3989, 17.44.2.2 |
| 456 | Providing and fixing single unequal plain junction of required degree :, 17.48 |
| 457 | 100x100x75 mm, 17.48.1 |
| 458 | Sand cast iron S&S as per IS - 3989, 17.48.1.2 |
| 459 | Providing and fixing single equal plain invert branch of required degree :, 17.5 |
| 460 | 100x100x100 mm, 17.50.1 |
| 461 | Sand cast iron S&S as per IS - 3989, 17.50.1.2 |
| 462 | 75x75x75 mm, 17.50.2 |
| 463 | Sand cast iron S&S as per IS - 3989, 17.50.2.2 |
| 464 | Providing and fixing sand cast iron S&S off sets as per IS: 1729, 17.53 |
| 465 | 114 mm off sets, 17.53.2 |
| 466 | With 75 mm dia pipe, 17.53.2.1 |
| 467 | With 100 mm dia pipe, 17.53.2.2 |
| 468 | Providing and fixing terminal guard :, 17.56 |
| 469 | 100 mm, 17.56.1 |
| 470 | Sand cast iron S&S as per IS - 3989, 17.56.1.2 |
| 471 | 75 mm, 17.56.2 |
| 472 | Sand cast iron S&S as per IS - 3989, 17.56.2.2 |
| 473 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :, 17.6 |
| 474 | 100 mm inlet and 100 mm outlet, 17.60.1 |
| 475 | Sand cast iron S&S as per IS - 3989, 17.60.1.2 |
| 476 | 100 mm inlet and 75 mm outlet, 17.60.1 |
| 477 | Sand cast iron S&S as per IS - 3989, 17.60.2.1 |
| 478 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge., 18.7 |
| 479 | Internal work - Exposed on wall |
| 480 | 20 mm nominal dia Pipes, 18.7.2 |
| 481 | BRASS FITTINGS |
| 482 | Providing and fixing brass bib cock of approved quality :, 18.15 |
| 483 | 15 mm nominal bore, 18.15.1 |
| 484 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 18.17 |
| 485 | 20 mm nominal bore, 18.17.1A |
| 486 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately, 18.48A |
| 487 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required., 1.10 |
| 488 | Group C, 1.10.3 |
| 489 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required, 1.14 |
| 490 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, 1.14.1 |
| 491 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, 1.14.2 |
| 492 | Supply & fixing of following sizes of medium class PVC conduit along with accessories in surface / recessed including cutting the wall & making good the same in case of recessed conduit as required., 1.21 |
| 493 | 25mm, 1.21.2 |
| 494 | Supplying and fixing of following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 1.24 |
| 495 | 5/6 Amps switch, 1.24.1 |
| 496 | 3 pin 5/6 Amp socket outlet, 1.24.4 |
| 497 | Telephone socket outlet, 1.24.6 |
| 498 | TV antenna socket outlet, 1.24.7 |
| 499 | Supplying and fixing of Stepped type 2 module electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 1.25 |
| 500 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., 1.26 |
| 501 | Supplying and fixing of following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required., 1.27 |
| 502 | 1or 2 module (75mmx 75mm), 1.27.1 |
| 503 | 8 module (125mmx 125mm), 1.27.4 |
| 504 | Supplying & fixing 5 amps to 32 amps rating 240/415 volts, 10 kA, \\"C\\" curve Miniature Circuit Breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.1 |
| 505 | Single Pole, 2.10.1 |
| 506 | Supply & fixing of single pole blanking plate in the existing MCB DB complete etc. as required, 2.11 |
| 507 | Supplying & Fixing of following rating double pole (single phase and neutral) 240 volts, Residual Current Circuit Breaker (RCCB), having a sensitivity current upto 30 milli-amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.14 |
| 508 | 40 Amps, 2.14.2 |
| 509 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., civil dsr-10.18 |
| 510 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required., 1.31 |
| 511 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., 1.33 |
| 512 | Supplying and fixing brass batten/ angle holder including connection etc. as required., 1.34 |
| 513 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required., 1.35 |
| 514 | Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored), 1.48 |
| 515 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required., 1.56 |
| 516 | Earthing with G.I. earth plate 600 mm X 600 mm X 6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required., 5.4 |
| 517 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc.with charcoal/ coke and salt as required., 5.6 |
| 518 | Supply and laying of 25mm x 5mm G.I. strip from earth electrode directly in the ground as required complete in all respect., 5.11 |
| 519 | Supply and laying of 25mm x 5mm copper strip at 0.50 meter below ground as strip earth electrode including connection / terminating with nut ,bolt spring washer etc. jointing shall be done by overlaping and with 2 sets of brass nut bolt&spring washer spaced at 50mm), 5.8 |
| 520 | LED Batten light (System lumen efficacy ≥120 <135 Im/Watt)Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS: 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI ≥80, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 Im/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C)., 8.1 |
| 521 | Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 522 | 24-26watt, 8.10.2 |
| 523 | Brush Less Direct Current (BLDC) Fan without Remote, 9.2 |
| 524 | Supply, Installation, Testing and Commissioning ofceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B, 3 nos. metal( Aluminiumalloy) blades, 30 cm long down rod, 2 nos. canopies,shackle kit, safety rope, copper winding, steel/Al bodyPower Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance asper IS : 374-2019), THD (Total Harmonic Distortion)less than 10%, suitable for operation with regulatorfor speed control and all remaining accessoriesincluding safety pin, nut bolts, washers, temperaturerise=75 0C (max.), insulation resistance more than 2mega ohm, suitable for 230 V, 50 Hz, single phase ACsupply, Ceiling Fan compliant to IS 374:2019 fan i/cexternal connections with 1.5 sq.mm FRLS/HFFR,PVC insulated copper conductor single core cableand earthing etc. as required. |
| 525 | 1200mm, service value ≥ 6.0 CM/Min/Watt, airdelivery 210 CM/Min (Minimum), 9.2.3 |
| 526 | 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., 2.8.1 |
| 527 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., 2.27 |
| 528 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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), 4.1.8 |
| 529 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.1.1 |
| 530 | Add for using extra cement in the items of design mix over and above the specified cementcontent therein., 5.35 |
| 531 | Centering and shuttering including strutting, propping etc. and removal of form for :, 5.9 |
| 532 | Foundations, footings, bases of columns, etc. for mass concrete, 5.9.1 |
| 533 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, 5.9.5 |
| 534 | Columns, Pillars, Piers, Abutments, Posts and Struts, 5.9.6 |
| 535 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more., 5.22.6 & 5.22A.6 |
| 536 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern., 16.91.2 |
| 537 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 and manufacture, 13.48.3 |
| 538 | 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., 12.41 |
| 539 | 110 mm diameter, 12.41.2 |
| 540 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete., 12.43 |
| 541 | 110 mm, 12.43.2 |
| 542 | 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., 12.42 |
| 543 | Bend 87.5°, 12.42.5 |
| 544 | 110 mm bend, 12.42.5.2 |
| 545 | Shoe (Plain), 12.42.6 |
| 546 | 110 mm Shoe, 12.42.6.2 |
| 547 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams., 12.44 |
| 548 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes, 10.16.1 |
| 549 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required., 12.5 |
| 550 | 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 complete :, 12.51 |
| 551 | Gutter (600 mm over all girth), 12.51.6 |
| 552 | 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., 2.8.1 |
| 553 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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), 4.1.8 |
| 554 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.1.1 |
| 555 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.2.1 |
| 556 | Add for using extra cement in the items of design mix over and above the specified cement content therein., 5.35 |
| 557 | Centering and shuttering including strutting, propping etc. and removal of form for :, 5.9 |
| 558 | Foundations, footings, bases of columns, etc. for mass concrete, 5.9.1 |
| 559 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, 5.9.5 |
| 560 | Columns, Pillars, Piers, Abutments, Posts and Struts, 5.9.6 |
| 561 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more., 5.22.6 & 5.22A.6 |
| 562 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, 10.25.2 |
| 563 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), 6.1.2 |
| 564 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) 230mm wall, 6.4.2 |
| 565 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) 115mm wall, 6.4.2 |
| 566 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand), 13.4.2 |
| 567 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 4 coarse sand), 13.5.1 |
| 568 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm), 13.47.1 |
| 569 | 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., 13.8 |
| 570 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 and manufacture, 13.48.3 |
| 571 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches., 2.8.1 |
| 572 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors., 4.1.8 |
| 573 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.1.1 |
| 574 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works above plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.2.1 |
| 575 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks., 5.22.6 |
| 576 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand), 6.1.1 |
| 577 | 15 mm cement plaster on rough side of single or half brick wall at plinth lvl of mix:1:4 (1 cement: 4 coarse sand), 13.5.1 |
| 578 | 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., 13.8 |
| 579 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab upto 0.50 sqm, 8.2.2.1 |
| 580 | Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing., 10.25.2 |
| 581 | Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works), 13.62.1 |
| 582 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 583 | Foundations, footings, bases of columns, etc. for mass concrete, 5.9.1 |
| 584 | Columns, Pillars, Piers, Abutments, Posts and Struts, 5.9.6 |
| 585 | Earth work in excavation in trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of side sand ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed,with in alead of 50 m., 2.8.1 |
| 586 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors., 4.1.8 |
| 587 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. |
| 588 | (a) 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size ) 4.1.3, 4.1.3 |
| 589 | Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections,joints mitered and welded with 15*3mm lugs 10 cm long embededded in cement concrete blocks 15*10*10 cm of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer. (10.13.1), 10.13.1 |
| 590 | ANGLE IRON 90*90*6 mm |
| 591 | T-SECTION 50*50*6 |
| 592 | HOLD FAST 40*6 FLAT |
| 593 | G.I. Pipe (80 MM DIA) 18.12.8, 18.12.8 |
| 594 | Prepration and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 meters. DSR 16.1, 16.1 |
| 595 | Earth work in excavation. (DSR-2.8.1), 2.8.1 |
| 596 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20DSR-16.78.3, 16.78.3 |
| 597 | Construction of granular sub base by providing close graded material conforming to specifications , mixing in mechanical mix plant at OMC , carriage of mixed material by ippers to work site, For all leads & lifts , spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density , complete as per specification and directions of engineering - charge with material conforming to grade II (size range 53mm to 0.075 mm ) having CBR value 25.DSR-16.78.2, 16.78.2 |
| 598 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars tobe paid separately). DSR-16.43, 16.43 |
| 599 | B/W in Toe wall (1 cement : 4 coarse sand )DSR-6.1.1, 6.1.1 |
| 600 | Cement plaster 1:3 (1 cement :3 coarse sand ) finished with a floating coat of neat cement 20 mm cement plaster. DSR-13.9.2, 13.9.2 |
| 601 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared., DSR-2.31 |
| 602 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches., DSR-2.8.1 |
| 603 | Prepration and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth , dressing to camber and consolidating with road roller including making good undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 meters., DSR 16.1 |
| 604 | Construction of granular sub base by providing close graded material conforming to specifications , mixing in mechanical mix plant at OMC , carriage of mixed material by ippers to work site, For all leads & lifts , spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density , complete as per specification and directions of engineering - charge with material conforming to grade II (size range 53mm to 0.075 mm ) having CBR value 25., DSR. 16.78.2 |
| 605 | Construction of granular sub base by providing close graded material conforming to specifications , mixing in mechanical mix plant at OMC , carriage of mixed material by ippers to work site, For all leads & lifts , spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density , complete as per specification and directions of engineering - charge with material conforming to grade III (size range 26.5mm to 0.075 mm ) having CBR value 20., DSR. 16.78.3 |
| 606 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern., DSR-16.91.2 |
| 607 | 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., DSR 2.8.1 |
| 608 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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), DSR 4.1.8 |
| 609 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), DSR 6.1.2 |
| 610 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster., DSR 13.9.2 |
| 611 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster., DSR 13.9.2 |
| 612 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate, DSR 11.3.1 |
| 613 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge., DSR 16.93 |
| 614 | 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. |
| 615 | In all kind of soil, DSR 2.8.1 |
| 616 | Extra additional lift above 1.5 m, DSR 2.26.1 |
| 617 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources), DSR 4.1.3 |
| 618 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), DSR 6.1.2 |
| 619 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster., DSR 13.9.2 |
| 620 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum All works upto plinth level, DSR 5.33.1.1 |
| 621 | Add for using extra cement in the items of design mix over and above the specified cement content therein., 5.35 |
| 622 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more., DSR 5.22.6 & 5.22A.6 |
| 623 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars., DSR 19.15.1 |
| 624 | Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank., DSR 7087 |
| 625 | Providing & fixing 75mm dia vent pipes., DSR 17.35.2.2 |
| 626 | Providing & fixing of 75mm dia cast iron terminal guard., DSR 17.56.2.2 |
| 627 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality., DSR |
| 628 | Rectangular shape 600x450 mm internaldimensions, 19.19.2.2 |
| 629 | Earth work in excavation |
| 630 | DSR 2.8.1 |
| 631 | Depth above 1.50 to 3.0 Mtr. |
| 632 | DSR 2.26.1 |
| 633 | P.C.C. in Foundation |
| 634 | DSR 4.1.8 |
| 635 | 1st Class B/W in foundation |
| 636 | DSR 6.1.2 |
| 637 | R.C.C. work (1:1.5:3) |
| 638 | DSR 5.3 |
| 639 | SHUTTERING IN SLAB |
| 640 | DSR 5.9.3 |
| 641 | M.S. work in R.C.C. |
| 642 | 5.22.6 |
| 643 | Providing & filling of brick bat inside of upper layer in soak pit. |
| 644 | DSR 0362 |
| 645 | 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., 2.8.1 |
| 646 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 647 | from Lvl. 1.5 Mt.m to 3.0 Mt, 2.26.1 |
| 648 | from Lvl. 3.0 Mt.m to 4.50 Mt, 2.26.1 X 2 |
| 649 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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), 4.1.8 |
| 650 | 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 and for all lift., 2.25 |
| 651 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M30 grade with minimum cement content of 330 kg /cumAll works upto plinth level, 5.33.1.2 |
| 652 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cumAll works above plinth level, 5.33.2.1 |
| 653 | Add for using extra cement in the items of design mix over and above the specified cement content therein., 5.35 |
| 654 | Centering and shuttering including strutting, propping etc. and removal of form for :, 5.9 |
| 655 | Foundations, footings, bases of columns, etc. for mass concrete, 5.9.1 |
| 656 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., 5.9.2 |
| 657 | Suspended floors, roofs, landings, balconies and access platform, 5.9.3 |
| 658 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, 5.9.5 |
| 659 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide, 5.9.16.1 |
| 660 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more., 5.22.6 |
| 661 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand), 6.1.1 |
| 662 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand), 6.4.2 |
| 663 | Brick work 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 in all shapes and sizes in : Cement mortar 1:4 ( 1 cement : 4 coarse sand), 6.4.1 |
| 664 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works, 10.25.2 |
| 665 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, 9.21 |
| 666 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes, 10.30.1 |
| 667 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)300X16 mm, 9.62.1 |
| 668 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378), 9.63 |
| 669 | 250x10 mm., 9.63.1 |
| 670 | 150x10 mm, 9.63.3 |
| 671 | Providing and fixing Stainless Steel handles, approved quality & make with necessary screws etc all complete. : 125 mm., 9.165.1 |
| 672 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand), 13.7.2 |
| 673 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand), 13.4.2 |
| 674 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand), 13.5.2 |
| 675 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs., 22.7.1 |
| 676 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 677 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 678 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre, 13.41.1 |
| 679 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm), 13.44.1 |
| 680 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture, 13.48.2 |
| 681 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate, 11.3.1 |
| 682 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :, 22.1.1 |
| 683 | (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. |
| 684 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge, 22.2.1 |
| 685 | Using rough kota stone. |
| 686 | Supplying and fixing C.I. cover without frame for manholes : 560 mm diameter C.I. cover (heavy duty), 19.18.3 |
| 687 | the weight of the cover to be not less than 108 kg |
| 688 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design, 19.15.1 |
| 689 | : With 20x20 mm square bar |
| 690 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required., 1.10 |
| 691 | Group C, 1.10.3 |
| 692 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required, 1.14 |
| 693 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, 1.14.1 |
| 694 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, 1.14.2 |
| 695 | Supply & fixing of following sizes of medium class PVC conduit along with accessories in surface / recessed including cutting the wall & making good the same in case of recessed conduit as required., 1.21 |
| 696 | 25mm, 1.21.2 |
| 697 | Supplying and fixing of following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 1.24 |
| 698 | 5/6 Amps switch, 1.24.1 |
| 699 | 15/16 Amp switch, 1.24.3 |
| 700 | 3 pin 5/6 Amp socket outlet, 1.24.4 |
| 701 | Supplying & fixing 5 amps to 32 amps rating 240/415 volts, 10 kA, \\"C\\" curve Miniature Circuit Breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.1 |
| 702 | Single Pole, 2.10.1 |
| 703 | Supply & fixing of single pole blanking plate in the existing MCB DB complete etc. as required, 2.11 |
| 704 | Supplying & Fixing of following rating double pole (single phase and neutral) 240 volts, Residual Current Circuit Breaker (RCCB), having a sensitivity current upto 30 milli-amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required., 2.14 |
| 705 | 40 Amps, 2.14.2 |
| 706 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required., 1.31 |
| 707 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., 1.33 |
| 708 | Supplying and fixing brass batten/ angle holder including connection etc. as required., 1.34 |
| 709 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required., 1.35 |
| 710 | Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored), 1.48 |
| 711 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required., 1.56 |
| 712 | Earthing with G.I. earth plate 600 mm X 600 mm X 6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required., 5.4 |
| 713 | Supply and laying of 25mm x 5mm G.I. strip from earth electrode directly in the ground as required complete in all respect., 5.11 |
| 714 | Supply and laying of 25mm x 5mm copper strip at 0.50 meter below ground as strip earth electrode including connection / terminating with nut ,bolt spring washer etc. jointing shall be done by overlaping and with 2 sets of brass nut bolt&spring washer spaced at 50mm), 5.8 |
| 715 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50M., 2.13 |
| 716 | Ordinary rock, 2.13.1 |
| 717 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia, 2.13.1.2 |
| 718 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre), 2.14 |
| 719 | Ordinary rock, 2.14.1 |
| 720 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia, 2.14.1.1 |
| 721 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 722 | 150 mm dia. R.C.C. pipe, 19.6.2 |
| 723 | 250 mm dia. R.C.C. pipe, 19.6.3 |
| 724 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design, 19.7 |
| 725 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)., 19.7.1 |
| 726 | With FPS bricks of class designation 75 |
| 727 | (i) For Sewer Line, 19.7.1.1 |
| 728 | Extra for depth of man hole size 90x80 cm, 19.8.1.1 |
| 729 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design., 19.16 |
| 730 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:, 19.15 |
| 731 | With 20x20mm square bar, 19.15.1 |
| 732 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 733 | M.D. -10- Circular shape 500mm internal diameter, 19.19.2.2 |
| 734 | 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :, 19.27 |
| 735 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, 19.27.1 |
| 736 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) 1) with precast R.C.C. vertical grating complete as per standard design, 19.28 |
| 737 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, 19.28.1 |
| 738 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work), 18.12 |
| 739 | a) 25mm nominal bore., 18.12.3 |
| 740 | a) 80mm nominal bore., 18.12.8 |
| 741 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work., 18.41 |
| 742 | a) 25mm nominal bore., 18.41.3 |
| 743 | a) 80mm nominal bore., 18.41.8 |
| 744 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :, 18.18 |
| 745 | a) 25mm nominal bore., 18.18.3 |
| 746 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc. complete, 19.35 |
| 747 | 450 mm dia RCC pipes. (Laying by manual/ machenical means), 19.35.1 |
| 748 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 749 | In all kind of soil upto 1.5m depth, 2.6.1 |
| 750 | In all kind of soil upto 1.5m to 3.0m. depth, 2.6.1 + 2.26.1 |
| 751 | In all kind of soil upto 3.0m to 4.5m. depth, 2.6.1 + 2 x 2.26.1 |
| 752 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors., 4.1.3 |
| 753 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand), 6.1.1 |
| 754 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement., 5.1.2 |
| 755 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform., 5.9.3 |
| 756 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more., 5.22.6 |
| 757 | 12mm cement plaster on rough side of single or half brick wall mix |
| 758 | 1:3 (1 cement : 3 Coarse sand), 13.9.1 |
| 759 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:, 19.15 |
| 760 | With 20x20mm square bar, 19.15.1 |
| 761 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 762 | M.D. -10- Circular shape 500mm internal diameter, 19.19.2.2 |
| 763 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., 23.2 |
| 764 | Drilling of 300mm dia bore hole manually., 23.2.1.1 |
| 765 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 23.4 |
| 766 | 150 mm nominal size dia, 23.4.2 |
| 767 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge., 23.5 |
| 768 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge., 23.6 |
| 769 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge., 23.7 |
| 770 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge., 23.8 |
| 771 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 772 | 150 mm nominal size dia, 23.15.2 |
| 773 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 774 | In all kind of soil upto 1.5m depth, 2.6.1 |
| 775 | In all kind of soil upto 1.5m to 3.0m. depth, 2.6.1 + 2.26.1 |
| 776 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors., 4.1.3 |
| 777 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand), 6.1.1 |
| 778 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement., 5.1.2 |
| 779 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform., 5.9.3 |
| 780 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more., 5.22.6 |
| 781 | 12mm cement plaster on rough side of single or half brick wall mix |
| 782 | 1:3 (1 cement : 3 Coarse sand), 13.9.1 |
| 783 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:, 19.15 |
| 784 | With 20x20mm square bar, 19.15.1 |
| 785 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 786 | M.D. -10- Circular shape 500mm internal diameter, 19.19.2.2 |
| 787 | 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, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, 2.1 |
| 788 | All kinds of soil, 2.10.1 |
| 789 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm., 2.10.1.2 |
| 790 | Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered), 2.2 |
| 791 | Depth not exceeding 1.5 meter, 2.20.1 |
| 792 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design, 19.3 |
| 793 | 150 mm. dia. RCC Pipes, 19.3.2 |
| 794 | 250 mm. dia. RCC Pipes, 19.3.4 |
| 795 | 300 mm. dia. RCC Pipes, 19.3.5 |
| 796 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete., 19.6 |
| 797 | 150 mm. dia. RCC Pipes, 19.6.2 |
| 798 | 250 mm. dia. RCC Pipes, 19.6.3 |
| 799 | 300 mm. dia. RCC Pipes, 19.6.4 |
| 800 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design., 19.7 |
| 801 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)., 19.7.1 |
| 802 | With common burnt clay FPS (non modular) bricks of class designation 7.5, 19.7.1.1 |
| 803 | Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design., 19.16 |
| 804 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., PWD(20a.2) |
| 805 | 120 sqmm 3 core, 20a.2.3 |
| 806 | Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required, 11.2 |
| 807 | 120 sqmm, 11.2.11 |
| 808 | Supplying and making straight through joint with cast resin compound including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required., 11.3 |
| 809 | 120 sqmm, 11.3.11 |
| 810 | DISTRIBUTION TRANSFORMERS |
| 811 | Supply, installation, testing and commissioning offollowing capacity (continuous loading) BEE 3 Starrated (Corresponding Level as per BIS amended uptodate of receipt of tender) , 11/0.433 KV step down, 3Phase, 50 Hz, Dyn 11 vector group, ONAN (OilNatural Air Natural) copper wound transformer(Electrolytic grade 99.9% pure copper, Core made offirst grade Cold Rolled Grain Oriented (CRGO) Coregrade MOH or better, suitable for out door/indoorapplications with Offload Tap Changer/ On Load TapChang (OLTC) ( below 500 KVA offload and above500 KVA On Load Tap Changer) on HV side havingAVR relay and Remote Tap Changer Control (RTCC) for automatic sensing of incoming voltage, automaticoperation of OLTC and facility for remote and manualoperation of OLTC HV side in range of +5% to -15%in steps of 2.5%, having cable end boxes on HV sidesuitable for 3x300 sq.mm XLPE cable of 11 KV grade, 24.7 |
| 812 | including bus trunking arrangement on LV side |
| 813 | including supplying and laying of copper conductor |
| 814 | multicore control cable from transformer to HT |
| 815 | breaker/panel for safety tripping, complete with all |
| 816 | accessories and safety provisions as per relevant IS |
| 817 | Code including first filling of filtered dehydrated oil, i/c |
| 818 | supplying and grouting of suitable M.S. Channel withall accessories and transformer shall be confirming toIS : 2026 (Part 1 to Part 5), IS : 1180 and as perCPWD specifications complete in all respects etc asrequired at site. The maximum flux density in any partof the core and yoke at rated voltage and frequencyshall be such that the flux density with + 12.5 percentcombined voltage and frequency variation from ratedvoltage and frequency does not exceed 1.9 Tesla. Thepermissible temperature-rise shall not exceed 35 0Cfor oil and 40 0C up to 200 KVA and 40 0C for oil and45 0C for above 200 KVA for winding. Inside of tankshall be painted with varnish or liquid resistant paint.For external surfaces one coat of thermo settingpowder paint or one coat of epoxy primer followed bytwo coats of polyurethane base paint shall be used.IS: 1180 (Part 3) shall be referred to for paintthickness fornormal to medium corrosive atmosphere.For highly polluted atmosphere and special applicationexternal paint work shall be as per direction ofEngineer-in-Charge. Design ambient condition : a) airtemperature 50 0C, b) Relative Humidity 90 % Max,c) Seismic Zone as per location of site, d) Altitude as |
| 819 | per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. Thetransformer should have QR code which shouldcontain drawing, test report OEM manual, Geo- Tag ofmanufacturing location etc. Marking Each transformershall be provided with rating plate made of anodizedaluminium/ stainless steel material securely fixed onthe outer body, easily accessible, as per IS: 1180Part-3. The entries on the rating plate shall beindelibly marked. |
| 820 | Fitting and Accessories : The following fittings shallbe provided:- a) Two earthing terminals with theearthing symbol b) Oil level gauge indicating oil levelat minimum, 30°C and maximum operatingtemperature; c) Air release device (for non-sealedtype transformers) d) Rating and terminal markingplates; e) Silica gel breather f) Drain-cum-samplingvalve (¾″ nominal size thread, IS 554) preferably steelwith plug for three phase transformers; g)Thermometer pocket with cap; h) Oil filling holeshaving (1¼″ nominal size thread) with cover (forsealed type transformers without conservator); i)Lifting lugs for the complete transformer as well as forcore and winding assembly; j) Pressure relief device |
| 821 | or explosion vent above 200 kVA; k) One filter valveon the upper side of the tank (for transformers above200 kVA); l) Unidirectional flat rollers (for transformersabove 200 kVA); m) Inspection hole (for transformersabove 200 kVA); n) HV side neutral grounding strip(where one of the HV bushing terminal is connected toearth); o) Buchholz relay for transformers above 800kVA. p) Arcing horns or suitable rating lightningarrestors for HT side – 3 Nos. q) Bird guard; r) Oiltemperature indicator and winding temperatureindicators for transformers above 200 kVA withsuitable tripping mechanism above permissible limit s)Jacking pads (for transformer above 1 600 kVA); tAdditional Neutral separately brought out on bushingfor earthing. u) Magnetic oil level gauge (fortransformer above 1600 kVA) with low oil level alarmcontact; v) Non return valve (for conducting pressuretest); w) Pressure relief device or explosion vent x).Monogram Plate y) Inspection cover z). Detachabletype radiators with top and bottom shutoff valve. aa)Oil Conservator with Oil level indicator, minimum levelmarking and drain plug for all transformers of capacity50 KVA and above. bb) Necessary hardware, clamps,lugs etc. for termination on HV/MV etc. for alltransformers. |
| 822 | Transformer described as above. |
| 823 | 400KVA = 1 Nos., 24.7.4 |
| 824 | DG SET- |
| 825 | Supplying, Installation, Testing & Commissioning of‘Silent Type Diesel Generating set as per CPCB IV +or better norms along with having Prime Power Ratingof KVA as below, 415 volts at 1500 RPM, 0.8 laggingpower factor at 415 V suitable for 50 Hz, 3 phasesystem & for 0.85 Load Factor, including testing atfactory and site with fuel, load for test and othernecessary arrangements Complete as per CPWDspecifications, should have QR code which shouldcontain drawing, test report OEM manual,Geo- Tag ofmanufacturing location, rating plate as per relevant ISCode etc. and consisting of the followings:(A) Diesel Engine:Tourbocharged Diesel engine 4 stroke water cooled,multi cylinder, dynamically balanced fly wheel, electricstart of suitable BHP at 1500 RPM suitable for aboveoutput of alternator at 40 0C, 50% RH & at 1000 MeterMSL , capable of taking 10% over loading for one hourafter 12 hours of continuous operation. The engine willbe with Electronic governor, Dry type Air filter withservice indicator, first filling of engine fuel (aftercommissioning) lubricating Oil, Coolant and otherconsumables complete with all the requiredaccessories, the Electronic governor shall be as perISO 8528.The engine shall comply to the latest CPCBnorms (CPCB IV + or better) and Conforming to BS5514, BS 649, IS 10000, IS 10002, IS 130and asper CPWD specifications.(B) Engine mounted Instrument Panel fitted with andhaving digital dis Plate for following:, 29.1 |
| 826 | (i) Start-stop switch with key(ii) Water temperature indication(iii) Lubrication oil pressure indication(iv) Lubrication oil temperature indication(v) Battery charging indication and Voltage indication(vi) RPM indication(vii) Over speed indication(viii) Low lubricantion Oil trip indication(ix) Engine Running Hours indication(x) Fuel Level |
| 827 | (C) Alternator:Synchronous alternator rated of appropriate KVA, 415volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8lagging power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balancerotor, capable of taking 10% over loading for one hourafter 12 hours of continuous operation, selfcooled, self-excited and self-regulated through AVRconforming to IS13364(Part 2)/IS: 4722/BS 2613suitable for tropical conditions and with class- Hinsulation. |
| 828 | (D) Base Frame & Foundation |
| 829 | Both the engine and alternator shall be mounted onsuitable base frame made of MS channel with necessary reinforcement which shall be installed onsuitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. |
| 830 | (E) FUEL TANK: |
| 831 | Daily service fuel tank of suitable liters capacity as perCPWD Specifications, fabricated out of 3 mm thickM.S. sheet complete with all standard accessories andfuel piping between fuel tank and diesel engine withMS class ‘C’ pipes of suitable dia. Complete withvalves, level indications & accessories as required asper specifications. |
| 832 | (F) Exhaust System: |
| 833 | Dry exhaust manifold with hospital type exhaustsilencer and catalytic convertor. |
| 834 | (G) Starting System: |
| 835 | 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set. |
| 836 | (H) 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set. |
| 837 | (I) AMF Panel: |
| 838 | Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following: |
| 839 | 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip. |
| 840 | 2. Auto/Manual/Test/Off selector switch |
| 841 | 3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay). |
| 842 | 4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering |
| 843 | 5. Energy analyser unit to indicate current, Voltage( LN & L_L), kW, kVA (Phase & Total), Frequency, KWH, PF. |
| 844 | 6. LED Indicating lamps for load on mains and load on set |
| 845 | 7. Fuse/ MCB for instruments |
| 846 | 8. Battery charger, complete with transformer/ rectifier, |
| 847 | D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment. |
| 848 | 9. Main supply failure monitor |
| 849 | 10. Supply failure timer |
| 850 | 11. Restoration timer |
| 851 | 12. Control unit with three impulse automatic engine |
| 852 | start/stop and failure to start lockout. |
| 853 | 13. Impulse counter with locking and reset facility. |
| 854 | 14. ON/OFF/Control circuit switch with indicator |
| 855 | 15. Audio/Video annunciation for |
| 856 | (i) High water temperature |
| 857 | (ii) Low lubricating oil pressure |
| 858 | (iii) Engine over speed |
| 859 | (iv) Engine fails to start |
| 860 | (v) Full load/maximum load warning |
| 861 | 16. Protection for over/under Frequency, Loss of AC |
| 862 | sensing, Over Current, Unbalancing load with suitable |
| 863 | number of relays and accessories |
| 864 | 17. Maintenance notification based on Engine Run Hour & due date. |
| 865 | 18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring. |
| 866 | 250 KVA 1 NOS., 29.1.11 |
| 867 | LT Cable |
| 868 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., PWD(20a.1) |
| 869 | 6 sq. mm 2 core, 20a.1.1 |
| 870 | 10 sq. mm 2 core, 20a.1.2 |
| 871 | 10 sq. mm 4 core, 20a.1.8 |
| 872 | 25 sq. mm 3-1/2 core, 20a.1.10 |
| 873 | 50sq. mm 3-1/2 core, 20a.1.12 |
| 874 | 185 sq. mm 3-1/2 core, 20a.1.17 |
| 875 | 400 sq. mm 3-1/2 core, 20a.1.20 |
| 876 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required, 11.1 |
| 877 | 6 sq. mm 2 core, 11.1.1 |
| 878 | 10 sq. mm 2 core, 11.1.2 |
| 879 | 10 sq. mm 4 core, 11.1.32 |
| 880 | 25 sq. mm 3-1/2 core, 11.1.21 |
| 881 | 50sq. mm 3-1/2 core, 11.1.22 |
| 882 | 185 sq. mm 3-1/2 core, 11.1.27 |
| 883 | 400 sq. mm 3-1/2 core, 11.1.31 |
| 884 | LED Smart Street light fixture, powder coated pressure die cast aluminium (System. System lumen efficacy >135 lm/Watt)., 8.19 |
| 885 | Supplying, installation, Testing & Commissioning of Smart Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement ( < 700ma), Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 °C to 50 °C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P.F.≥0.95, IP-66,IK- 08, CRI >70, under voltage and over voltage protection, EMI- EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K /4000°K / 5700°K /6500°K (As per ANSI Bin), Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVCinsulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall besubmitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 900C) |
| 886 | Smart inbuilt controller shall have following features. |
| 887 | 1. Control and monitor LED luminaries with bi directional control( Status, Fault, Alarm, dimming level, wattage, energy)2.to measure voltage, current, power, power factor,apparent energy, active energy, operating hours3.Inbuilt ambient light sensor, motion sensor basedon Passive Infra Red (PIR).4. Wi-Fi LoRA/Zigbee/Powerline with ethernetnetwork based IOT feature as per site requirementor engineer in charge.5.should be controlled through auto/ manual6. Programmable level of not less than 48 differentlight intensity settings,7. inbuilt repeater & relay signals function to othercontrollers |
| 888 | 50 watt, 8.20.2 |
| 889 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift., 2.25A |
| 890 | Earth work in excavation, DSR-2.8.1 |
| 891 | P.C.C. 1:4:8, DSR-4.1.8 |
| 892 | Brick work in 1:4 in foundation., DSR-6.1.1 |
| 893 | 15 MM thick plaster (1:4), DSR (13.5.1) |
| 894 | cement : Coarse sand, DSR (13.5.1) |
| 895 | 25 MM thick flooring, DSR-11.3.1 |
| 896 | Earth work in excavation, DSR-2.8.1 |
| 897 | P.C.C. 1:4:8, DSR-4.1.8 |
| 898 | Brick work in 1:4 in foundation., DSR-6.1.1 |
| 899 | 15 MM thick plaster (1:4), DSR (13.5.1) |
| 900 | cement : Coarse sand, DSR (13.5.1) |
| 901 | 25 MM thick flooring, DSR-11.3.1 |
| 902 | (A) Boring 150 dia bore hole including labour, T & P etc. required for proper complete of the work, AS PER MAINPURI UPPWD SOR |
| 903 | (B) Lowering 110 dia mm PVC pipe in bore hole including labour, T & P etc. required for proper compelete of the work., AS PER MAINPURI UPPWD SOR |
| 904 | (C) Providing and fixing 110 mm dia PVC pipe 6KG/cm², AS PER MAINPURI UPPWD SOR |
| 905 | (D) Surrounding and packing graded coarse sand between bore wall & strainer including supply of coarse sand, labour, T&P etc requried for proper compeletion of work., DSR-23.7*0.757*1 |
| 906 | (E) Providing and fixing G.I. pipe 32mm dia complete with G.I. fitting, DSR-18.23.3*0.757*1 |
| 907 | Supplying, Installation, Testing and Commissioning ofthree phase openwell ISI Marked submersible pumpset of 7.5 H.P. capacity suitable for operation on415V(+-10%), 3- phase AC supply compatible foroperations on dynamic variable frequency / speedhaving IP 68 Protection including providing requiredno's of heavy duty M.S clamps made of flat iron andsuitable size top cover made of suitable thick MSsheet as required. and making of flexible IP68 cableconnections etc. complete as required., DSR_EM-2025 20.19*0.789*107/110 |
| 908 | (J) 2.5 mm sq cable for submersible motor pump, AS PER MAINPURI UPPWD SOR |
| 909 | (K) Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100 mm clamp, DSR-23.14.1*0.757*1 |
| 910 | (L) 100 mm dia PVC end cap, AS PER MAINPURI UPPWD SOR |
| 911 | (M) Solution for jointing PVC pipe (250 gram), AS PER MAINPURI UPPWD SOR |
| 912 | (N) 32 mm CPVC pipe, DSR-18.9.4 |
| 913 | (O)Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approvedmethod, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge., DSR-23.12*0.757 |
| 914 | (P) Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete., AS PER MAINPURI UPPWD SOR Please Enable Macros to View BoQ information |