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| 1 | Sub-Head : Dismantling and Demolishing |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 3 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 6 | In cement mortar |
| 7 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 8 | Of area 3 sq. metres and below |
| 9 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 10 | For thickness of tiles 10 mm to 25 mm |
| 11 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 12 | Sub-Head : Earth Work |
| 13 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 14 | All kinds of soil. |
| 15 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 : |
| 16 | All kinds of soil |
| 17 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 18 | Sub-Head : Concrete Work |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 20 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 21 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | Sub-Head : Reinforced Cement Concrete |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 24 | 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) |
| 25 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 26 | 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) |
| 27 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 29 | Foundations, footings, bases of columns, etc. for mass concrete |
| 30 | Suspended floors, roofs, landings, balconies and access platform |
| 31 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 32 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 34 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 35 | Sub-Head : Masonry Work |
| 36 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 38 | 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 : |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 41 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 42 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry. |
| 43 | Sub-Head : Woodand P.V.C. Work |
| 44 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 45 | 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 : |
| 46 | 250x16 mm |
| 47 | 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 : |
| 48 | 250x10 mm |
| 49 | Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 50 | 100 mm |
| 51 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections 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 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge |
| 52 | Extruded section profile size 48x40 mm |
| 53 | Providing and fixing to existing door frames. |
| 54 | 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 Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 55 | Sub-Head : Steel Work |
| 56 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 57 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 58 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 59 | Providing and fixing ball bearing for rolling shutters. |
| 60 | 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. |
| 61 | 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). |
| 62 | 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. |
| 63 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 64 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 65 | 4.0 mm thick glass panes. |
| 66 | Sub-Head : Flooring |
| 67 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 68 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete. |
| 69 | Providing and laying Vitrified tiles in floor 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, 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 70 | Double charge vitrified tile polished finish of size |
| 71 | Size of Tile 600 x 600 mm |
| 72 | 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. |
| 73 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 74 | Sub-Head : Finishing |
| 75 | 12 mm cement plaster of mix : |
| 76 | 1:6 (1 cement: 6 fine sand) |
| 77 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 78 | 1:6 (1 cement: 6 fine sand) |
| 79 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-charge. |
| 80 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 81 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 82 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 83 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 84 | Two or more coats on new work. |
| 85 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 86 | Old work (one or more coats) |
| 87 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 88 | One or more coats on old work. |
| 89 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 90 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 91 | Sub-Head : Road Work |
| 92 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 93 | Sub-Head : Sanitary Installations |
| 94 | 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: |
| 95 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 96 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 andfixtures complete, including cutting and making good the walls and floors wherever required : |
| 97 | W.C. pan with ISI marked white solid plastic seat and lid |
| 98 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 99 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 100 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 101 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 102 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 103 | 10 litre capacity - White |
| 104 | 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. |
| 105 | Providing and fixing toilet paper holder : |
| 106 | C.P. brass |
| 107 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. |
| 108 | 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 |
| 109 | Sub-Head : Water Supply |
| 110 | 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. : Internal work - Exposed on wall |
| 111 | 15 mm nominal outer dia. Pipes. |
| 112 | 20 mm nominal outer dia. Pipes. |
| 113 | 25 mm nominal outer dia .Pipes. |
| 114 | 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 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. :Concealed work, including cutting chases and making good the walls etc. |
| 115 | 15 mm nominal outer dia .Pipes. |
| 116 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 117 | 45 cm length |
| 118 | 15 mm nominal bore |
| 119 | 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. |
| 120 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 121 | 15 mm nominal bore |
| 122 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : |
| 123 | 15mm nominal bore |
| 124 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 125 | 20mm nominal bore, 89 mm long. Weighing not less than 88 gms. |
| 126 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. |
| 127 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 128 | Sub-Head : Drainage |
| 129 | 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 : |
| 130 | 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) : |
| 131 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 132 | Extra for depth for manholes |
| 133 | Size 90x80 cm |
| 134 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 135 | Sub-Head : Miscellaneous Works |
| 136 | Providing manual assistance for attending petty day-to-day maintenance services related to Plumbing / Carpentary/ Masonary as & when required i/c all required T&P and scaffolding etc. (Note: Minimum time shall be reckoned as half day even if the time required for doing the job is less than half a day. |
| 137 | skilled manual assistance |
| 138 | un skilled manual assistance |
| 139 | Providing, laying and jointing unplasticized Type \"B\" SWR soil waste and vent pipes conforming to IS-13592 : 2013 , including jointing with seal ring conforming to IS-14735 : 1999, including jointing the pipes with appropriate adhesive as per the manufacturers specifications and testing of joints etc complete. |
| 140 | 110 mm OD S.W.R. pipe |
| 141 | 160 mm OD S.W.R. pipe |
| 142 | Providing and fixing unplasticised - Type \"B\" SWR soil waste and vent pipes conforming to IS-13592 : 2013 , including jointing with seal ring conforming to IS-14735 : 1999, including jointing the pipes with appropriate adhesive as per the manufacturers specifications and testing of joints etc complete. |
| 143 | Coupler |
| 144 | 110mm |
| 145 | Single tee with door |
| 146 | 110x110x110 mm |
| 147 | Bend 87.5° |
| 148 | 110 mm bend |
| 149 | 110x110 mm Nahani Trap |
| 150 | 110x110 mm Gully Trap |
| 151 | Providing and fixing white vitreous china One-piece Floor mountedWestern Commode of size 64.5D x 35.5W x 67.5H Centimeters Made of Ceramic, Star White, with Soft Close Mechanism: for gentle closing of the toilet seat, preventing slamming , cutting and making good the walls and floors wherever required of Hindware , Cera or equivalent make as approved by engineer in charge . |
| 152 | Sub-Head : Credit to work |
| 153 | Credit to Work uncleaned old bricks received from dismantalling of existing walls.( Note : These bricks may be used in the work after cleaning of mortar from bricks , nothing extra shall be paid for cleaning of bricks .) |
| 154 | Credit to Work old recovered flush doors |
| 155 | Credit to Work old damaged M.S. grill, door frames and all other steel items received from dismantalling . |
| 156 | Credit to Work brick bats etc. received from dismantalling . |
| 157 | Credit to Work old damaged wooden door / window frames and leafs etc. received from dismantalling . |
