establishment of archery academy at wayanad - phase i - 1 land development work 2 2.6.1earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge.all kinds of soil 3 2.8.1earth 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.all kinds of soil 4 od139378/2025-2026filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site engineer- in-charge. (based on dsr item no. 50.2.26.1 and 2.2.1)details of cost for 1 each 5 od139493/2025-2026filling with available earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site engineer-in-charge. ( based on dsr item no. 50.2.26.1 and 2.2.1) 6 15.9.2demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer -in- charges:in cement mortar 7 4.1.3providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-iii)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) 8 4.1.8providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 4.3.1centering and shuttering including strutting, propping etc. and removal of form work for:foundations, footings, bases for columns 10 60.7.1dry rubble masonry _ dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site 11 60.7.8dr with departmental. stone - dry rubble masonry _ dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of departmental officers at site 12 7.1.1random 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) up to plinth level with:cement mortar 1:6 (1 cement : 6 coarse sand) 13 5.1.2providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 14 5.2.2reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 5.3reinforced 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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 16 5.9.5centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 17 5.9.1centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 18 5.9.2centering and shuttering including strutting, etc. and removal of form for:walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 5.9.3centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 20 5.22.6steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 21 5.22a.6steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or more 22 50.2.25.1filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge 23 50.6.2.1solid block masonry using pre cast solid blocks (factory made) of size 30x20x15 cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15cm in: cm 1:6 ( 1 cement :6 coarse sand) etc complete 24 od139385/2025-2026steel work for fencing with g i pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete(rate based on cpwd 50.10.2) 25 16.70.1providing and fixing g.i. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of engineer-in- charge.made of g.i. wire of dia 4 mm 26 od139387/2025-2026supply and installation of approved quality 2mm thick uv stabilized nylon net of mesh size not greater than 50mm in existing gi poles including all charges as per the direction of engineer in charge.(based on cpwd 26.81) 27 13.50.3applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works 28 13.61.1painting with synthetic enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work 29 10.28providing 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.) 30 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 31 13.48.1finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 32 competitors area 33 2.8.1earth 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.all kinds of soil 34 4.1.8providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 35 50.6.1.7solid block masonry using pre cast solid blocks ( factory made) of size 40x20x15cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15 cm in : cm 1:6 ( 1 cement : 6 coarse sand ) etc complete 36 60.7.1dry rubble masonry _ dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site 37 7.1.1random 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) up to plinth level with:cement mortar 1:6 (1 cement : 6 coarse sand) 38 5.1.2providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 39 5.3reinforced 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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 40 5.2.2reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 41 5.9.1centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 42 5.9.6centering and shuttering including strutting, etc. and removal of form for:columns, pillars, piers, abutments, posts and struts 43 5.9.3centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 44 5.22.6steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 45 5.22a.6steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or more 46 2.25filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 47 50.2.25.1filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge 48 50.6.1.5solid block masonry using pre cast solid blocks ( factory made) of size 30x20x20cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level thickness 20cm and above in: cm 1:6 ( 1 cement : 6 coarse sand) etc complete 49 13.1.1.12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 50 50.13.1. 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete 51 13.7.2. 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) 52 13.48.1finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 53 od35376/2025-2026providing and fixing g.i fabric mesh of required width in mesh size 50x50mm or nearest size made of g.i wire of dia 4mm including welding, fitting and 2 coats of premium enamel paint with approved steel primer etc at all levels as per the direction of engineer in charge 54 50.10.1steel work in built up g i tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 55 50.10.2steel work for purlin/single section with g i pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 56 13.61.1painting with synthetic enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work 57 12.5providing 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 sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer-in-charge. the sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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. 58 od35377/2025-2026providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) totalcoated thickness, zinc coating 120 grams per sqm as per is:mm(+0.05%) total coated thickness, zinccoating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18 microns using self drilling/self tappingscrews complete: ridges profile (500-600 mm) details of cost for 20.20metre material: one piece plain ridges consider a shed of 20x10 m (external dimensionsat plinth) 59 od35378/2025-2026providing and fixing 30cm wide upvc rain water gutter pipe/pathy (white,brick red,royal blue,grey) of overall size 45 cm in rectangular section with clamp/brackets @ a spacing 1200mm and 2x12 gauge screws mm, necessary bolts, nuts and including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/ m2 60 12.41.2providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter 61 toilet cum change room 62 2.8.1earth 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.all kinds of soil 63 4.1.5providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: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) 64 4.1.8 : providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 65 60.7.1 : dry rubble masonry _ dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site 66 7.1.1 : 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) up to plinth level with:cement mortar 1:6 (1 cement : 6 coarse sand) 67 50.6.1.7 : solid block masonry using pre cast solid blocks ( factory made) of size 40x20x15cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15 cm in : cm 1:6 ( 1 cement : 6 coarse sand ) etc complete 68 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 69 5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 70 5.3 : 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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 71 4.3.1 : centering and shuttering including strutting, propping etc. and removal of form work for:foundations, footings, bases for columns 72 5.9.1 : centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 73 5.9.3 : centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 74 5.9.5 : centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 75 5.9.6 : centering and shuttering including strutting, etc. and removal of form for:columns, pillars, piers, abutments, posts and struts 76 5.9.16.1 : centering and shuttering including strutting, etc. and removal of form for: edges of slabs and breaks in floors and wallsunder 20 cm wide 77 5.9.19 : centering and shuttering including strutting, etc. and removal of form for:weather shade, chajjas, corbels etc., including edges 78 5.22.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 79 5.22a.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or more 80 2.25 : filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 81 50.6.1.5 : solid block masonry using pre cast solid blocks ( factory made) of size 30x20x20cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level thickness 20cm and above in: cm 1:6 ( 1 cement : 6 coarse sand) etc complete 82 50.6.3.2 : solid block masonry using pre cast solid blocks (factory made) of size 40x20x10 cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level for 10 cm thick wall in : cm 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete 83 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 84 13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) 85 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) 86 13.48.1 : finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 87 8.31 : providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in- charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 88 11.37 : providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete 89 od143740/2025-2026 : supplying and providing partitions in washrooms to separate wcs and urinals as per the layouts and measurements using 12mm thick hpl boards including providing doors, urinal separators etc. with approved colours & make. the partitions should be fixed as per the manufactures specifications including all accessories (door, mid pilasters, divider, end pilaster, robe hook etc.) of nylon make with height and dimensions of cabin size as per drawing. the area of the partition taken from floor level to the top rail including doors (there will be no separate rate for doors) 90 21.1.1.2 : providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is : 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminnium snap beading for glazing /paneling, c.p. brass/ stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge.(glazing, paneling and dash fasteners to be paid for separately):for fixed portionpowder coated aluminium (minimum thickness of powder coating 50 micron) 91 21.1.2.2 : for shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber/ neoprene gasket required (fittings shall be paid for separately)powder coated aluminium (minimum thickness of powder coating 50 micron) 92 21.3.1 : providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer - in -charge. ( cost of aluminium snap beading shall be paid in basic item):with float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 93 9.48.1 : 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 94 10.28 : 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.) 95 21.16.2 : providing and fixing aluminium round shape handle of outer dia 100 mm with ss screws etc. complete as per direction of engineer-in-charge. powder coated minimum thickness 50 micron aluminium 96 9.117.1 : providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±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 size19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of engineer-in-chargeextruded section profile size 48x40 mm 97 9.118.1 : providing and fixing to existing door frames24 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 manufacturers specification and direction of engineer-in-charge( for w.c. and bathroom door shutter). 98 18.48 : providing and placing on terrace (at all floor levels) polyethylene water storage tank :isi 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. 99 17.3.1 : providing and fixing white vitreous china pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :w.c. pan with isi marked white solid plastic seat and lid 100 17.4.2 : 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:range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern 101 17.7.1 : 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:white vitreous china wash basin size 630x450 mm with a pair of 15 mm c.p. brass pillar taps 102 50.17.1.2 : supplying and fixing cp towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site engineer-in- charge. 103 50.17.1.4 : supplying and fixing cp health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 104 18.15.1 : providing and fixing brass bib cock of approved quality :15 mm nominal bore 105 18.16.1 : providing and fixing brass stop cock of approved quality :15 mm nominal bore 106 18.22.2 : providing and fixing c.p. brass shower rose with 15 or 20 mm inlet:150 mm diameter 107 17.28.1.1 : providing and fixing p.v.c. waste pipe for sink or wash basin including pvc. waste fittings complete. semi rigid pipe32 mm dia 108 17.32.2 : providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :rectangular shape 453x357 mm 109 18.53.1 : providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is: 893115 mm nominal bore 110 50.18.8.3.2: providing and fixing pvc pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step pvc solvent cement and testing of joints complete as per direction of engineer-in-charge.concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2 111 50.18.8.6.2 : providing and fixing pvc pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step pvc solvent cement and testing of joints complete as per direction of engineer-in-charge.concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 112 50.18.9.4.1 : providing and fixing pvc pipes includings jointing of pipes with one step pvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.32 mm dia 10.kgf/cm2 113 50.18.9.9.1 : providing and fixing pvc pipes includings jointing of pipes with one step pvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.110 mm dia 6kgf/cm2 114 50.18.9.14.1 : providing and fixing pvc pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step pvc solvent cement and testing of joints complete as per direction of engineer-in-charge 32 mm dia 10 kgf/cm2 - external work- exposed on wall 115 50.18.9.17.1 : providing and fixing pvc pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . this includes jointing of pipes with one step pvc solvent cement and testing of joints complete as per direction of engineer-in-charge 63 mm dia 6 kgf/cm2 - external work - exposed on wall 116 50.18.9.22.3 : providing and fixing pvc moulded fittings/ accessories for rigid pvc pipes, including jointing with pvc solvent cement-110 mm dia door elbow 117 50.18.9.22.4 : providing and fixing pvc moulded fittings/ accessories for rigid pvc pipes, including jointing with pvc solvent cement- 110 mm dia bend 118 50.18.9.22.5 : providing and fixing pvc moulded fittings/ accessories for rigid pvc pipes including jointing with pvc solvent cement 110x110x110 mm dia tee 119 50.18.9.22.6 : providing and fixing pvc moulded fittings/accessories for rigid pvc pipes, including jointing with pvc solvent cement - 110x110x110 mm dia door tee 120 50.18.9.22.8 : providing and fixing pvc moulded fittings /accessories for rigid pvc pipes, including jointing with pvc solvent cement -110 mm dia vent cowl 121 od143743/2025-2026 : providing and fixing floor trap of pvc, 110 mm outer dia (multi trap) including cp cockroach free floor grating with cup etc including cost and conveyance of all materials, labour charges, sundries etc. complete as directed by the engineer-in- charge at all levels 122 od139428/2025-2026 : supplying and installing concrete ring of 1.20 m diameter with 7.5 cm thickness and 30 cm height including sinking the rings in all classes of soil including all cost of conveyance, labour charges tools and plants and all other incidental charges etc complete. 123 od139429/2025-2026 : providing and laying in position 125 cm dia precast rcc cover slab of thickness 7.5cm to lines and levels including cost and conveyance of materials, labour charges and hire for tools and plants etc. complete as per the direction of engineer-in-charge. 124 51.19.st4 : supplying and installing ready made pvc septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (provision for cc/rcc/sand/06mm aggregate for the preparation of bed shall be paid separately)4. 35 to 50 flush capacity 125 entrance gate 126 2.8.1 : 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.all kinds of soil 127 4.1.8 : providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 128 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 129 5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 130 5.9.1 : centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 131 5.9.6 : centering and shuttering including strutting, etc. and removal of form for:columns, pillars, piers, abutments, posts and struts 132 5.22.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 133 5.22a.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or more 134 50.6.3.2 : solid block masonry using pre cast solid blocks (factory made) of size 40x20x10 cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level for 10 cm thick wall in : cm 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete 135 13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 136 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete 137 13.48.1 : finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 138 10.25.2 : item shifted to sub head 14 as item 14.73 item shifted to head 14 as item 14.74 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 139 od144985/2025-2026 : supplying and installation of perforated g. i. sheet fixed with self-drilling / taping screws. screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm 140 od144986/2025-2026 : cnc laser cutting and fixing of required pictogram figures on gi sheet of size 0.6m x 0.6m and thickness 2 mm as per direction of engineer in charge 141 light pole- foundation 142 2.8.1 : 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.all kinds of soil 143 4.1.8 : providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 144 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 145 5.22.6 : steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 146 5.9.1 : centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 147 flood lighting &yard lighting works 148 90.11.1.16 : supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of mcb db including copper /brass bus bar, neutral link, earth bus and din rail suitable for fixing mcb/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required8 way (8+18) - double cover tpn vertical db with provision for fixing 4p mcb / isolator/ rccb/ rcbo as incomer and sp/ tp mcb as outgoing (ip 42/43) 149 od152855/2025-2026 : metering kiosksupply, installation, testing and commissioning of kseb metering panel, suitable for accommodating ct operated tod meter and consisting of 3 nos. of 200 a cutout with hrc fuse, neutral link, 200a fp mccb isolator with earth fault relay in separate chamber, inter connections etc. as required, and necessary supports to be fabricated out of 14 swg crca sheet with locable door with sealing facility having glass window for energy meter, sealing facility for kseb, top canopy and necessary overhang, undergone seven tank process ,powder coated finish and all mounting accessories as required .the panel shall be with all accessories as per drawing & specification. note: (the ct class and other necessary protection shall be provided as per latest kseb norms) 150 90.12.1.39 : supply & laying of one number pvc insulated and pvc sheathed armoured aluminium powercable of 1.1kv grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).4 core 6 sq mm 151 90.12.1.40 : supply &laying of one number pvc insulated and pvc sheathed armoured aluminium powercable of 1.1kv grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).4 core 10 sq mm 152 90.12.1.43 : supply & laying of one number pvc insulated and pvc sheathed armoured aluminium powercable of 1.1kv grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).4 core 35 sq mm 153 90.12.2.39 : supply and laying of one number additional pvc insulated and pvc sheathed armoured aluminium powercable of 1.1kv grade of the following sizes in ground in the same trench in one tier horizontal formation including wideningthe trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil)4 core 6 sq mm 154 90.12.7.42 : supply, laying and clamping of 1 no. pvc insulated and pvc sheathed armoured aluminium power cable, 1.1 kv grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 25 sq mm with factory made clamp 155 90.6.5.12 : supply and drawing the following sizes of multi-core pvc insulated & frlspvc sheathed 650/1100 v grade copper conductor round flexible cables conforming to is 694 part i 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 2.50 sq mm 156 2.10.1 : supplying and fixing 5a to 32 a rating, 240/415 volts, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. single pole 157 2.10.3 : supplying and fixing 5a to 32 a rating, 240/415 volts, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. double pole 158 2.10.4 : supplying and fixing 5a to 32 a rating, 240/415 volts, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. triple pole 159 2.13.2 : supplying and fixing following rating, four pole, 415 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required.63 amps 160 2.13.3 :supplying and fixing following rating, four pole, 415 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required.100 amps 161 2.15.3 : supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (rccb), having a sensitivity current30 milli amperes in the existing mcb db complete with connections, testing and commissioning etc. as required.63 amps 162 5.1 : earthing with g.i. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. 163 od152933/2025-2026 : supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.4 x 6 sq. mm (22mm) 164 9.1.32 :supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.4 x 10 sq. mm (25mm) 165 9.1.34 : supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.4 x 25 sq. mm (28mm) 166 90.16.1.3 : supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 swg) 167 90.6.5.11 : supply and drawing the following sizes of multi-core pvc insulated & frls pvc sheathed 650/1100 v grade copper conductor round flexible cables conforming to is 694 part i 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 1.50 sq mm 168 90.15.3.4 :supply installation testing and commissioning of octogaonal pole made of hot dip galvanised gi sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 mm suitable for wind speed as per is 875 part iii double arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing rcc foundation and junction box etc. complete 6 meters 169 90.15.4.11 : supply conveyance, installation, testing and commissioning of 200w led flood light output greater than 105lumen/w 4000-6000 k with ip 66 protection led chip make cree/lumilled/nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 kv,and aluminium pressure die-cast powder coated housing, acrylic cover complete with thd less than 10%, power factor greater than 0.98, rohs compliant, duly wired up for use on 230 v ac supply. driver compartment should be seperatly accessible for maintenance (lm 79&80 certificates from nabl accredited third party lab to be produced mentioning chip manufacturer) 170 od152894/2025-2026 :supply, installation testing, and erection of 12mtr fixed type stadium mast suitable for mounting minimum 12no of luminaries, made of hot- dip galvanization process as per is 4759:1996 with monkey climbing arrangement and maintenance platform for easy maintenance and aiming of luminaries. the pole shaft shall be made of 4mm thickness in 2 sections, base dia not less than 250mm and the base plate shall be of min 20mm thick. with and suitable rcc foundation and suitable no of foundation bolts and all accessoriessimilar to philips 12mtr stadium mast or techno- commercially equivalent, approved by engineer in-charge 171 90.15.4.4 : supply conveyance, installation, testing and commissioning of 100w led street light output greater than 105lumen/w 4000-6000 k with ip 66 protection led chip make cree/lumilled/nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 kv,and aluminium pressure die-cast powder coated housing,acrylic cover complete with thd less than 10%, power factor greater than 0.98, rohs compliant, duly wired up for use on 230 v ac supply. driver compartment should be seperatly accessible for maintenance (lm 79&80 certificates from nabl accredited third party lab to be produced mentioning chip manufacturer) 172 90.11.1.13 : supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of mcb db including copper /brass bus bar, neutral link, earth bus and din rail suitable for fixing mcb/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required12 way (8+36) - three phase double cover (ip 42/43) 173 toilet cum change room 174 1.14.4 :wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required2 x 6 sq.mm + 1 x 6 sq.mm earth wire 175 2.3.3 :supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator)12 way, double door 176 2.10.1 : supplying and fixing 5a to 32 a rating, 240/415 volts, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. single pole 177 2.10.3 :supplying and fixing 5a to 32 a rating, 240/415 volts, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. double pole 178 2.14.1 :supplying and fixing following rating, double pole, (single phase and neutral),240 volts, residual current circuit breaker (rccb), having a sensitivity current 30 milli amperes in the existing mcb db complete with connections, testing and commissioning etc. as required. 25 amps 179 1.10.2 : wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc as required.group b 180 1.14.1 : wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire 181 1.14.2 :wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required2x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire 182 1.24.1 :supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch 183 1.24.3 : supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch 184 1.24.4 :supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet 185 1.24.5 : supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 186 1.27.2 : supplying and fixing following size/ modules, gi box alongwith modular base & cover plate for modular switches in recess etc as required.3 module (100mmx75mm) 187 1.33 : supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 188 1.58 : supplying and fixing pvc batten/ angle holder including connection etc. as required. 189 od38974/2025-2026 : supply and fixing of 9w led bulb in the existing holder as required 190 od38975/2025-2026 : supply and installation of pre-wired 20w led batten fitting complete with all accessories and tube etc directly on ceiling/wall, including connection with 1.5sqmm frls pvc insulated,copper conductor single core cable and earthing etc as required.make: phillips, crompton greaves, bajaj, lucker or approved by engineering in charge 191 od38976/2025-2026 :supply of 250 mm sweep,900 rpm light duty exhaust fan in plastic body with self opening louvers working on 230 v ac supply complete with all accessories as required. (make: crompton exhaust or equivalent approved make)