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| 1 | Earth work in excavation in all kinds of soil 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 for all lift, as directed by Engineer-in-charge, as required and as directed by Engineer-in- Charge, complete. |
| 2 | Pumping out water caused by springs/tidal/river seepage/broken mains/drains including hire of pumpset, operator, man mazdoor, hoses, priming/fuel/consumables, leads, lifts and all incidental works etc., as required and as directed by Engineer-in-charge, complete. |
| 3 | Providing Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered) Depth exceeding 1.5 m but not exceeding 3 m etc., as required and as directed by Engineer-in-charge, complete.All labour and materials. |
| 4 | Supplying and filling in plinth with manufactured sand derived from recycled concrete aggregate under floors, including watering,ramming, consolidating and dressing etc., as required and as directed by Engineer-in-charge, complete. |
| 5 | Providing and laying in position cement concrete of grade 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) excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases for columns for mass concrete etc., as required and as directed by the Engineer-in-charge etc., complete. All labour and materials. |
| 7 | Foundations, footings, bases for columns |
| 8 | Columns, piers, abutments, pillars, posts and struts |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work of M30 grade with minimum cement content of 350 kg /cum ; 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. All works upto plinth level, as required and as directed by the Engineer-in-charge, complete. All labour and materials.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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work of M30 grade with minimum cement content of 350 kg /cum ; 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 All works above plinth level upto floor V level, as required and as directed by the Engineer-in-charge, complete. All labour and materials.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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 13 | 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. etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 14 | Providing and laying in position cement concrete of grade 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charrge complete. All labour and materials. |
| 15 | Supplying chemical emulsion in sealed containers including delivery as specified Chlorpyriphos/ Lindane emulsifiable concentrate of 20% etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 16 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 17 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc., with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
| 18 | 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 |
| 19 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) from ground level upto plinth level as per Engineer-In-Charge complete. All labour and materials. |
| 20 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) above plinth level upto floor V level as per Engineer-In-Charge complete. All labour and materials. |
| 21 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure with Cement mortar 1:4 (1 cement :4 coarse sand) above plinth level up to floor V level as required and as directed by the Engineer-in-charge complete.. All labour and materials. |
| 22 | Providing 12 mm cement plaster of mix with cement mortar 1:4 (1 cement: 4 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 23 | Providing 20 mm cement plaster of mix with cement mortar 1:4 (1 cement: 4 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 24 | Providing 6 mm cement plaster of mix with cement mortar 1:3 (1 cement: 3 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 25 | Providing 20 mm cement plaster of mix with cement mortar 1:3 (1 cement: 3 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 26 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane on newly laid concrete roof slabs with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 27 | Grading roof for water proofing treatment with cement mortar 1:3 (1 cement: 3 coarse sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 28 | Providing and laying vitrified floor tiles in size 600x600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., as required and as directed by the Engineer- in-Charge, complete. All labour and materials. |
| 29 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of M35 grade with 60mm thick of approved colour design & pattern 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 50 mm 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 30 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurryetc., as directed by the EIC complete. All L&M. |
| 31 | Providing and laying Non-skid red or white full body ceramic floor tiles of size 300mm x 300mm and thickness 7-8 mm and 1st quality conforming to IS : 13711, IS : 13712, IS:13630 (parts 1 to 15) of any colour and finish in all shades and designs, 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., as directed by the Engineer Incharge complete. All Labour & Materials. |
| 32 | Providing and laying Non-skid red or white full body ceramic floor tiles of size 600mm x 600mm and thickness 8-10 mm and 1st quality conforming to IS : 13711, IS : 13712, IS:13630 (parts 1 to 15) of any colour and finish in all shades and designs, 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., as directed by the Engineer Incharge complete. All L&M. |
| 33 | Marble tiles with 8mm thick (polished) Raj NagarTiles work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. etc., as directed by the EIC complete. All Labour and Materials. |
| 34 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid Frame size 65 x 100 mm door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face)& 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. All labour and materials (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.. |
| 35 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 36 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 35mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. complete. All labour and materials.(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 37 | Providing and fixing of size 125x64x2.50 mm IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 38 | Providing and fixing bright finished brass tower bolts (barrel type) of size 250x10mm with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 39 | Providing and fixing bright finished brass door latch of size 300x16x5 mm with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 40 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 42 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections Extruded section profile size 42x50 mm having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge, complete. All labour and materials. |
| 43 | Providing and fixing to existing door frames with 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineerin- charge. All labour and materials. (For W.C. and bathroom door shutter). |
| 44 | 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 fixinghardware 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. All labour and materials. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a GovernmentEngineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3(ii) Sites with structure height more than 20m for all wind speeds. |
| 45 | Two and half 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. Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 46 | Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Heightupto 1.2 metre). |
| 47 | Fixed window / ventilator without mullion / transom. Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre) |
| 48 | Providing and fixing Granite stone slab of colour black, Cherry/ Ruby red18 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, Area of slab over 0.50 sqm 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 completem at all levels etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 49 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 50 | Providing and fixing Stainless Steel A ISI 304 (18/8) Kitchen sink with drain board of size 510x1040 mm bowl depth 250 mm IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 51 | 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 the railing 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 steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.), as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 52 | Providing and fixing false ceiling with 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting. All labour and materials. |
| 53 | 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 54 | Applying priming coats with With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 55 | Wall painting two coats 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 56 | Finishing walls with textured exterior paint of required shade on new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 57 | Providing and fixing M.S. grills of required pattern in fixed to openings /wooden frames with rawl plugs screws with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 58 | Painting with synthetic enamel paint two or more coats on new workof approved brand and manufacture to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 59 | Steel reinforcement grade of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 60 | Steel reinforcement grade of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 61 | Providing and fixing on wall face unplasticised Rigid PVC Single socketed pipes110mm diameter 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 62 | 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 63 | Coupler 110mm |
| 64 | Single pushfit coupler 110mm |
| 65 | Single Tee with Door 110mmx110mmx110mm |
| 66 | Bend 87.5° 110mm bend |
| 67 | Shoe (plain) |
| 68 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 69 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes on concealed work, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 70 | 15 mm dia nominal pipes |
| 71 | 20 mm dia nominal pipes |
| 72 | 25 mm dia nominal pipes |
| 73 | Providing and fixing white vitreous china pedestal type water closet (European type) with ISI marked white solid plastic seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 74 | Providing and fixing white vitreous china flat back with three half stall urinals of size 580x380x350 mm with 10 litre P.V.C. automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required etc., as required and as directed by the Engineer-in-charge complete. |
| 75 | Providing and fixing white vitreous china flat back with two half stall urinals of size 580x380x350 mm with 5 litre P.V.C. automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required etc., as required and as directed by the Engineer-in-charge complete. |
| 76 | Providing and fixing White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 77 | Providing and fixing White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 78 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 79 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 80 | 25 mm nominal bore |
| 81 | 50 mm nominal bore |
| 82 | Providing and fixing gun metal non- return valve 25mm nominal bore horizontal of approved quality (screwed end) as required and as directed by the Engineer-in-charge complete. All Labour and Materials. |
| 83 | Providing and fixing ball valve (brass) 25 mm nominal bore of approved quality, High or low pressure, with plastic floats complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 84 | Providing and fixing 600 mm long PTMT towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (area of grill to be measured) |
| 85 | Providing and fixing Oval shape 450x350 mm (outer dimensions) 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 86 | Providing and fixing 25 mm diameter brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 87 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 88 | Providing and fixing PTMT bib cock of 15 mm nominal bore, 122 mm long, weighing not less than 99 gmsof approved quality and colour etc., as required and as directed by the engineer in charge complete. All labour and materials. |
| 89 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. All labour and materials. |
| 90 | Providing and fixing PTMT grating Rectangular type with openable circular lid of 150 mm nominal size square 100 mmdiameter of the inner hinged round grating of approved quality and colour etc., as required and as directed by the Engineer-in-charge, complete. |
| 91 | Earth work in excavationin all kinds of soil 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 92 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete M20 grade with minimum cement content of 270 kg /cum 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; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 93 | Providing, transporting, hoisting and fixing precast reinforced cement concrete of M30 Design mix in slabs, lintels, beams including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but, excluding the cost of reinforcement, 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, including pumping of concrete to site of laying, curing, carriage for head leads up to 150M etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 94 | Supplying and laying, fixing and commissioning the PVC/SWR pipes of 6kg/sq.cm, approved ISI brand including couplers/bends/tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees etc with solvent jointing as per standard practice, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc., as required and as directed by the Engineer-in-charge, complete. |
| 95 | 90mm Dia 3M single socket |
| 96 | 110mm Dia 3M single socket |
| 97 | Providing, laying and jointing glazed stoneware pipes of 150mm diameter class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 98 | Supply, laying & jointing of HDPE pipes of 6kg/sqm.cm conforming to IS 4984 - 2016 including transportation to site location, laying as per BIS No.7634 part - II/75 for HDPE pipes including trench excavation and refilling, supply up to 90mm dia in coil & above 90mm dia straight length etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 99 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 100 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 101 | Transportation of Excavated Earth by mechanical means including loading, leading and unloading to approved dumping ground for a lead upto 12km for all lifts after dumping neat levekking of yard, etc., as required and as directed by the Engineer-in-charge complete. Please Enable Macros to View BoQ information |
