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| Sl. No. | Item Description |
| 1 | Schedule 1 - Part A - KPWD SR 2024-25 Items - Civil |
| 2 | KSRRB 200-9. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2 In area of light jungle |
| 3 | By Mechanical Means using Dozer |
| 4 | In area of light jungle |
| 5 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. |
| 6 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work |
| 7 | In all kinds of soils Depth upto 3 m-In all kinds of soils- ( Consider 70% of total excavation) |
| 8 | Depth exceeding 1.5 m, but not exceeding 3 m ( 30% of Total excavation Qty) |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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 |
| 10 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. |
| 11 | Providing and injecting chemical emulsion for Pre-constructionalAnti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as perspecifications. |
| 12 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Thegranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The costincluding formwork) |
| 13 | Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates-Consider for Formwork 3% (all other types ) |
| 14 | Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates |
| 15 | Ground floor - Consider for Formwork 60% (beam&lintels of building) |
| 16 | First floor - Consider for Formwork 60% (beam&lintels of building) |
| 17 | Second floor - Consider for Formwork 60% (beam&lintels of building) |
| 18 | Second floor - Consider for Formwork 70% (Columns) |
| 19 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. |
| 20 | M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Ground Floor |
| 21 | Consider for Formwork 8% (Isolated) |
| 22 | Consider for Formwork 70% (Columns) |
| 23 | Consider for Formwork 50% (plinth beam) |
| 24 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) |
| 25 | M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates |
| 26 | Ground Floor - Consider for Formwork 70% (For Columns) |
| 27 | Ground Floor -Consider for Formwork 50% (roof) |
| 28 | Ground Floor -Consider for Formwork 60% (beam&lintel) |
| 29 | Ground Floor -Consider for Formwork 45% (chejja) |
| 30 | First Floor - Consider for Formwork 70%(columns) |
| 31 | First Floor -Consider for Formwork 50% (roof) |
| 32 | First Floor -Consider for Formwork 60% (beam&lintel) |
| 33 | First Floor -Consider for Formwork 45% (chejja) |
| 34 | Second Floor - Consider for Formwork 70%(columns) |
| 35 | Providing 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 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)- above ground upto plinth bottom. |
| 38 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - Buildings |
| 39 | Ground Floor |
| 40 | First Floor |
| 41 | Ground Floor |
| 42 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. |
| 43 | Ground floor - wall |
| 44 | First floor - wall |
| 45 | Second floor - wall |
| 46 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.-Ground Floor |
| 47 | Ground floor - Toilet Block |
| 48 | First floor - Toilet Block |
| 49 | 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 including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
| 50 | Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms / sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46x52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion / transom and 18x31mm section is for fixing glasses. The section should be cut to length joint mitred and assembling by means of corner brackets made out of cold rolled annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping screws. The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylon and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. The above frames are fixed to the concrete / masonary walls by means of self expanding screws.- with 4mm float glass and without guard bars |
| 51 | Ground Floor |
| 52 | First Floor |
| 53 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Page no.85item 11.34A P.W.D. SR-2021-22 vollume -II)Revised rate w .e f. from 07-07-2022 -Ground floor |
| 54 | Ground Floor |
| 55 | First Floor |
| 56 | 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 orthe side of waist slab with suitable arrangement as per approval ofEngineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Page no 83item 11.28 P.W.D. SR-2021-22 vollume -II) |
| 57 | Ground Floor |
| 58 | First Floor |
| 59 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness |
| 60 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame |
| 61 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. |
| 62 | Ground Floor- Toilet block |
| 63 | First Floor - Toilet Block |
| 64 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications- Ground Floor |
| 65 | Ground Floor |
| 66 | First Floor |
| 67 | Providing and laying Polished Sadarahalli Grey Granite stone flooring inrequired design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 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.- Ground Floor |
| 68 | Ground Floor |
| 69 | First Floor |
| 70 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved mak, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 71 | Ground Floor |
| 72 | First Floor |
| 73 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 74 | Ground Floor - Area |
| 75 | First Floor- Area |
| 76 | Ground Floor |
| 77 | First Floor |
| 78 | Second Floor |
| 79 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 80 | Ground Floor-1:4 (1 cement: 4 fine sand) |
| 81 | First Floor -1:4 (1 cement: 4 fine sand) |
| 82 | Second Floor -1:4 (1 cement: 4 fine sand) |
| 83 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.-GRound Floor |
| 84 | Ground Floor |
| 85 | First Floor |
| 86 | Providing and applying white cement based putty of averagethickness 1 mm, of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete as per specifications and as per directions of Engineer incharge.(Page no.50 item 8.51P.W.D. SR-2021-22 vollume -II) |
| 87 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. do- 35 mm thick both side commercial |
| 88 | Ground Floor |
| 89 | First Floor |
| 90 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
| 91 | Ground Floor |
| 92 | First Floor |
| 93 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming thesurface to remove all dirt, dust, mortar drops and foreign matterincluding preparing the surface even and sand paper smooth, cost ofmaterials, labour complete as per specifications and as per directions of Engineer-in-charge..(Page no.48item 8.41 P.W.D. SR-2021-22 vollume -II) |
| 94 | Ground Floor |
| 95 | First Floor |
| 96 | Hold fasts.(Page no.A-25item 444 P.W.D. SR-2023-24 vollume -II) |
| 97 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.(Page no.105item 12.58 P.W.D. SR-2023-24 vollume -II) |
| 98 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete..(Page no.105item 12.60 P.W.D. SR-2023-24 vollume -II) |
| 99 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete.(Page no.107item 12.62 P.W.D. SR-2023-24 vollume -II) |
| 100 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete250x10mm |
| 101 | 250x10mm |
| 102 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete125x70x4 mm (ordinary type) |
| 103 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. |
| 104 | Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates |
| 105 | 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 10mm gap for thermal expansion,(i) single socked pipes 100mm diameter |
| 106 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. |
| 107 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Page no 23item 7.18 P.W.D. SR-2021-22 vollume -II) |
| 108 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. |
| 109 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specificationsand as per directions of Engineer-in-charge. |
| 110 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. |
| 111 | Ground Floor |
| 112 | First Floor |
| 113 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. |
| 114 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mmflush 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 : (Page no. 123: item 14.3.1P.W.D. SR-2021-22 vollume -II)W.C. pan with ISI marked white solid plastic seat and lid |
| 115 | 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 makinggood the walls and floors wherever required : |
| 116 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 117 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (Page no. 124 : item 14.7.1 P.W.D. SR-2021-22 vollume -II) |
| 118 | Providing and fixing PTMT grating of approved quality and colour. |
| 119 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia 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. |
| 120 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 |
| 121 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5 |
| 122 | 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 : 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 :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 frameto be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay (non modular) bricks of class designation 3.5 |
| 123 | Extra for depth for manholes : Size 90x80 cm With common burnt clay (non modular) bricks of class designation |
| 124 | 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. |
| 125 | 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. |
| 126 | 15mm |
| 127 | 20mm |
| 128 | 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. |
| 129 | 20mm |
| 130 | 25mm |
| 131 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal sibility for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 132 | 25mm nominal OD pipes |
| 133 | 32mm nominal OD pipes |
| 134 | 40mm nominal OD pipes |
| 135 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : |
| 136 | 25 mm nominal bore |
| 137 | 40 mm nominal bore |
| 138 | Providing and fixing unplasticised PVC connection pipe with brass unions : |
| 139 | 15 mm nominal bore |
| 140 | 20 mm nominal bore |
| 141 | Providing and fixing Pillar Cock made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class |
| 142 | Providing and fixing brass stop cock of approved quality :20 mm nominal bore |
| 143 | Horizontal |
| 144 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 145 | 25 mm nominal bore |
| 146 | Horizontal |
| 147 | Vertical |
| 148 | Providing and fixing in position brass ball value high or low pressure with plastic float of approved quality 25mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specification. (Page no.115 item13.5.3.P.W.D. SR-2021-22 vollume -II) |
| 149 | 20 mm nominal bore |
| 150 | 25 mm nominal bore |
| 151 | KSRB 13-11.1 : Providing and placing on terrace,(All floor levels )polyethylene water storagetank IS :12701 Marked , with cover and suitable locking arrangement and marking necessarry holes for inlet , outlet and over flow pipes but with out fitting andthe base suuport for tank |
| 152 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 153 | 25 to 40 mm nominal bore |
| 154 | Providing NP/CP waste unions conforming to ISI specifications and fixing them in position as per directions including cost of materials, fixtures and conveyance to work spot etc., complete. - for 32mm dia( Item No - 13.81.1(P.W.D. SR-2018-19) |
| 155 | for 32m dia |
| 156 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 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 m 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.- Head room |
| 157 | Providing and fixing 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 including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge- Head room |
| 158 | Schedule - 1 -Part -B- I KPWD SR 2023-24 Items - Electrical |
| 159 | Supplying and wiring adopting loop system in existing PVC Conduit / casing cappingusing 2X1.5Sqmm (Phase & Neutral)& 1X1.0 sqmm (Earth Wire) FRLS multi strand PVC insulated copper wire (Confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. |
| 160 | Short point up to 3 Mtr from tapping point to out let via switch box |
| 161 | Medium point above 3 Mtr up to 6 Mtr from tapping point to out let via switch box |
| 162 | Long point above 6 Mtr up to 10 Mtr from tapping point to out let via switch box |
| 163 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall |
| 164 | 1-2 Way |
| 165 | 3 Way |
| 166 | 4 Way |
| 167 | 6 Way |
| 168 | 8 Way |
| 169 | 10-12 Way |
| 170 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos.of machine screws,boltsnutsetc.,complete on the existing metal/PVC box. |
| 171 | 1 to 2 Module |
| 172 | 3 Module |
| 173 | 4 Module |
| 174 | 6 Module |
| 175 | 8 Module |
| 176 | 10-12 Module |
| 177 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 |
| 178 | 6 Amps one way Switch |
| 179 | 6 Amps Two way Switch. |
| 180 | 6 Amps Three way socket. |
| 181 | Stepped Fan Regulator Two Module |
| 182 | 32 AmpsDP switch |
| 183 | 6/16 Amps universal socket |
| 184 | TV / Telephone Socket |
| 185 | RJ 45 /I.O Outlet Cat-6 |
| 186 | Supplying And Fixing Metal Fan Box with Round Hook. |
| 187 | Supplying heavy gauge PVC conduit pipe......mm dia..........mm thick confirming to IS2509 with suitable size bends,metal/PVC Junction boxes,adhesive paste etc.,and running before concreting the slab.The conduit should be tied to there inforcement rods by using binding wires and un used ways of junction boxes and pipe ends should be covered using PVC end enclosures,run with 18 SWG GI fish wire wherever necessary |
| 188 | 19/20 mm dia 2 mm thick |
| 189 | 25 mm dia 2 mm thick |
| 190 | 32 mm dia 2.5mm thick |
| 191 | Supplying heavy gauge PVC Conduit Pipe....dia.......mm thick with suitable size bends,metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. |
| 192 | 19/20 mm dia 2 mm thick |
| 193 | 25 mm dia 2 mm thick |
| 194 | 32 mm dia 2.5mm thick |
| 195 | Wiring for lighting/power circuit using one ofFRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to latest amendments |
| 196 | 1.5 sqmm |
| 197 | 2.5 sqmm |
| 198 | 4 sqmm |
| 199 | 6 sqmm |
| 200 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB\"s single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. |
| 201 | II - Double Door |
| 202 | 4 Way SP & N |
| 203 | 12 Way SP & N |
| 204 | III - Double Door |
| 205 | 4 Way TP&N |
| 206 | 6 Way TP&N |
| 207 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and \"C\" Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. |
| 208 | 6-32 Amps SP |
| 209 | 6-32Amps DP |
| 210 | 40 Amps DP |
| 211 | 6-32Amps TPN |
| 212 | 50-63Amps TPN |
| 213 | Supplying, fixingand wiring Residual Current breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. |
| 214 | 32-40 Amps 2 pole |
| 215 | 32-40 Amps 4 pole |
| 216 | 63 A 4 pole |
| 217 | Supplying of ......feet- PVC Batten with integrated LED tube .....WwithhighqualitydiffuserwithLifeof25000burning hours&70%lumenmaintenancewithCRI>80.Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved.2 years Warranty against any manufacturing defect working under standard electrical condition. |
| 218 | LED light fighting 1 X 4\" - 20/22 w |
| 219 | Supply of LED Streetlight luminaire with pressure die cast aluminium housingbody for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuser with Injection moulded polycarbonate material, deliveringsuperior light output Rated life Burning Hrs 50000 hr @ LumenMaintenance of 70%, maximum light intensity should be between 60 degrees to70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impactresistance of complete luminaire > IK08. Power Factor >0.9 with mains,Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to50mm. Universal Voltage driver to operate wide voltage range from 100V to270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 &LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location withminimized minimal tools. LED Light fixture with ........W System Powerconsumption. LED Efficiency>1301m/w, nominal CRI >75. Luminairemanufacturer should have in-house facility accredited by NABL/CPRI &any Government certified agency & Design & Development facilitycertified by ISO 9001:2008. Housing with supplier word mark /name shall beEngraved / Embossing on the die cast housing/ Body part. Warranty of 2 Yearsagainst any manufacturing defect working under standard electrical conditions asmentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source. |
| 220 | LED Streetlight 70W |
| 221 | Supplyingandfixing of230volts 20/40 watts Fluorescent Lamp holder |
| 222 | Supplying&fixingretrofittype-PL-LEDLampW LEDlinearsourcewithCCT6500degreeK,CRI>70%. efficacy>80lumenperwatt,life>25000burninghours andCompliancetoIS10322/IEC60598,LM79&LM 80. The LED are driven by HF electronic driver integrated in the system, with PF > 0.95, power loss should < 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts.Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. |
| 223 | 8-9 Watts |
| 224 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles.Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. |
| 225 | 48\" Sweep (1200mm) Regular model |
| 226 | Supplying of 1440rpm heavy dutyexhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. |
| 227 | 12\" Sweep(300mm) |
| 228 | Supplying and Fixing of........mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street lightfitting of all capacities to GI or GI or rail or RCC pole / wall usingsuitable clamps, bolts, and nuts and wiring using suitable capacitywires. |
| 229 | Using 32mm dia G.I.Pipe |
| 230 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. |
| 231 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling/ rafters / girders using23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps |
| 232 | On wall / ceiling / Rafter / Girders |
| 233 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing \"S\" hook with fan regulator to the existing board together with supplying and fixing5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. |
| 234 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. Ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire. |
| 235 | Supplying and drawing UTP-CAT 6E LAN cable. |
| 236 | Supplying & Fixing of switch mounting rack with power manager & Cable manager. |
| 237 | 9U with 450mm depth |
| 238 | Supplying fixingof Network Switches |
| 239 | 48 port 10/100/1000 Switch |
| 240 | Supplying & Fixing of Patch Panel for LAN cabling |
| 241 | 48 Port 10/100/1000 patch panel |
| 242 | Supplying & Fixing of ...ms Cat 6 Patch Cable |
| 243 | 1 m |
| 244 | 2 m |
| 245 | Supplyingfixingandwiringearthelectrodeforgrounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick2.5mtrlongGIpipewithGIfunnelwithmeshand suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mmall-round with alternate layers of salt and charcoal from the bottom of theCC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. |
| 246 | GI/Copper strips for grounding connections, using necessary fixing materials as required. |
| 247 | 25 X 3 mm GI strip |
| 248 | 600 x 600 x 3 mm Copper Plate |
| 249 | Schedule - 1 -Part -B- II - ESCOM SR 2023-24 |
| 250 | Supply of LT Distribution Box for 100kVA DTC with MCCb\"s (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58Dtd 24.11.2018) |
| 251 | Fixing of LT Distribution Box for 100kVA DTC with MCCb\"s (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58Dtd 24.11.2018) |
| 252 | 1.1 KV , XLPE or Heat resistivity PVC insulated, PVC exutruted inner seath Armoured LTUG Cable as per IS-1544(Part -1) or 7098 part - 1, Armouring strip thickness and resistivity as per IS-3975 - LT UG - 50 sqmm, 3.5 core, (16 GI strips - 4 x 0.8 mm) |
| 253 | Laying of cable in Existing Trench/GI pipe/Stone Ware/ RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff - LT UG Cable Laying - 2.5 to 25 Sqmm |
| 254 | Heavy Duty Copper Terminal Long Barrel |
| 255 | 50 Sqmm Copper Terminal, Apprx Wt: 26 Gm |
| 256 | Brass Cable Gland |
| 257 | 25 mm |
| 258 | Schedule - 1 -Part -B- III - Market Rate Items - Electrical |
| 259 | Supply, installation, testing and commissioning of power panel made up of 16G sheet steel, aluminium TPN Busbar doors interlock with switches dead front type design metal treatment of dereusting, degreasing, osphating, prime coats and finish paints of approved colour, with all leads and lift and as directed by the EngineerIncomer : 125 A TPN MCCB - 1 No.LED type panel indication lamps RYB colour 1 - set Volt meter 0-600V 1-setCT operated Ammeter and Volt meter 2 - sets Selector stitches for Ammeter and volt meter 2 setsELR With CBCT - 1 No Provisions for 3 phase KWH meter with sealingarrangements - 1 set Bus bar chambers with 100 A Bushbars prior to meter for sealing arrangements after meter for writing to Sub feeders (Colour code shall be followed strictly for all phases) 5 KVAR Capacitor Bank -1 NoOut going : 63 A TPN MCB - 6 nos. 40 A TPN MCB - 6 Nos. 32 A DP MCB - 2 Nos.6 way conductor Termonal blocks - 14 sets |
| 260 | Arrangingrequired HT / LT Power supplyfrom ESCOMS wthSubmission of application for Power supply, arranging Site inspection of ESCOM officers, Obtaining Feasibility report, Power sanction, Preparation of Electrical Installation Drawings as per CEIG / CEA reqiurement,Obtaining Approval from Electrical Inspectorate (CEIG / CEA), Preparing wiring Diagram, Completion report, Clearance from TAQC Division, Submission of Agreement papers as per the requirement of ESCOMS, Liasioning and Final Servicing of the Installation with Permanent power supply ( Excluding Deposits & other Charges to be remitted to ESCOMS.) |
| 261 | Schedule - 1 -Part -C - Structural designing WorksMarket Rate Items |
| 262 | Providing and conducting Geo Tech. inspection at 3 locations and topographical survey, for 5 Acre submission of the Master Plan along with the necessary reports to the Engineer -in-Charge. |
| 263 | Providing Structural design drawings, Good for construction drawings with the structural calculations designs Proof checking from reputed institutes. The good for constructions drawings to be submitted to the Engineer -in-Charge. For the issue to the site for execution. |
| 264 | Providing complete drawings in Hard copies 3 set and soft copy to the Engineer -in-Charge. |
| 265 | Providing Good for Construction Drawings for Electrical, Internal and External Water supply, Elevation and section of the Building complete drawings to be submitted in Hard copies 3 set and soft copy to the Engineer -in-Charge. For the issue to the site for execution. |
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