Tender For Panchalimedu Tourism Project, Phase Iii, Idukki- 1 TOILET BLOCK 2 2.7.2 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) 3 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 4 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 5 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 : 8 graded stone aggregate 40 nominal size) 6 2.25 : Filling available excavated 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.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. 7 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) 8 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 9 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 10 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 11 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 12 6.4.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand) 13 50.5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floorV level 14 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 15 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 16 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 Engineerin-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. 17 11.39 : Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. 18 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 19 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 20 13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat 21 13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats 22 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 23 13.51.2 : Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats 24 od132322/2024_2025 : Screed concrete on the top of Terrace using cement concrete 1:3:6 using 12mm (normal size) broken stone for uniform gradient <br> towards the down water outlets and ducts added with water proofing admixture IWP liquid 200ml per bag of cement after cleaning and applying a coat of cement grout with SBR latex in propotion of 2.5kg /bag of cement for the grouting area of 50m2/bag and placing the concrete according to the line of gradient as per the direction of Engineer in Charge. 25 9.147D.1 : Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) 26 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 27 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 28 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) 29 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) 30 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 31 9.100.1 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm 32 9.68.1 : Providing and fixing oxidised M.S. casement stays ( straight peg type) with necessary screws etc. complete.300 mm weighing not less than 200 gms 33 9.121 : 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 laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat.Door frame laminate shall be 2 mm 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. 34 9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas 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. 35 od133881/2024_2025 : Supply, installation, testing & commissioning at site in position of following approve make Disabled Toilet Complete Set includig colour or white vitreous china Water Closet with dual flush cistern, soft close solid plastic seat and lid, wash basin with pillar tap spactula lever, Click Clack Waste 32mm Size Full Thread, P/S trap, angle cock, CP tube and union, CP tube connector, 1 No. of Hinged Arm of 760 mm. Long, 2 Nos. of Grab Rail of 600mm. long including C.P. bolts, nuts, washers, mounting brackets, expansion / rawlsleeves, gasket etc. complete with all necessary fittings required for complete installation includingcutting, chasingandmakinggoodthewalls andfloors wherever required.<br> 36 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 37 17.7.2 : 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 630 x 450 mm with a single 15 mm C.P. brass pillar tap 38 17.80 : Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx.size 610x390x370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer - in-charge. 39 od133883/2024_2025 : Supplying and fixing FRP septic tank having capacity liters and diameter 1000mm, length 1500mm height 1015mm including all charges as directed by engineer in charge 40 19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 41 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 42 18.49.1 : Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore 43 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 44 50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. 45 17.72 : Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms 46 17.73.1 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm. weighing not less than 170 gms 47 od134272/2024_2025 : Supplying and fixing PVC Floor Trap 100mmx75mm size with Jali including cutting<br>open, boring through walls, RCC slabs etc. and making good the damages.<br>S/F MULTI FLOOR TRAP 110X75X40mm 48 18.7.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge.Internal work - Exposed on wall25 mm nominal outer dia pipes 49 18.7.4 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge.Internal work - Exposed on wall32 mm nominal outer dia pipes 50 18.7.5 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge.Internal work - Exposed on wall40 mm nominal outer dia pipes 51 18.8.3 : 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 wall etc.25 mm nominal outer dia pipes 52 18.8.4 : 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 wall etc.32 mm nominal outer dia pipes 53 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 54 50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 55 50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl 56 50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 57 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 58 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ 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 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall 59 19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 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 frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 60 19.7.2.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 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 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5 61 19.4.1.1 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 62 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. 63 18.58.1.1 : Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia 64 RAIN SHELTER 65 2.7.2 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) 66 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 67 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 68 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 : 8 graded stone aggregate 40 nominal size) 69 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) 70 2.25 : Filling available excavated 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.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. 71 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 72 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 73 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 74 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 75 6.4.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand) 76 50.5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floorV level 77 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 78 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 79 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 80 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 81 13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat 82 13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats 83 od132322/2024_2025 : Screed concrete on the top of Terrace using cement concrete 1:3:6 using 12mm (normal size) broken stone for uniform gradient <br> towards the down water outlets and ducts added with water proofing admixture IWP liquid 200ml per bag of cement after cleaning and applying a coat of cement grout with SBR latex in propotion of 2.5kg /bag of cement for the grouting area of 50m2/bag and placing the concrete according to the line of gradient as per the direction of Engineer in Charge. 84 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 85 13.51.2 : Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats 86 TICKET COUNTER 87 2.7.2 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) 88 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 89 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 90 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 : 8 graded stone aggregate 40 nominal size) 91 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 92 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 93 50.5.33.1 : Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work up to plinth level 94 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) 95 2.25 : Filling available excavated 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.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. 96 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 97 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 98 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 99 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 100 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 101 6.4.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand) 102 50.5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floorV level 103 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 104 11.38 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist 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 cementmortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. 105 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 Engineerin-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. 106 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 107 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 108 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 109 13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat 110 13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats 111 13.51.2 : Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats 112 od132322/2024_2025 : Screed concrete on the top of Terrace using cement concrete 1:3:6 using 12mm (normal size) broken stone for uniform gradient <br> towards the down water outlets and ducts added with water proofing admixture IWP liquid 200ml per bag of cement after cleaning and applying a coat of cement grout with SBR latex in propotion of 2.5kg /bag of cement for the grouting area of 50m2/bag and placing the concrete according to the line of gradient as per the direction of Engineer in Charge. 113 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) 114 9.121 : 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 laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat.Door frame laminate shall be 2 mm 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. 115 9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas 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. 116 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 117 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) 118 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) 119 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 120 od133883/2024_2025 : Supplying and fixing FRP septic tank having capacity liters and diameter 1000mm, length 1500mm height 1015mm including all charges as directed by engineer in charge 121 19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 122 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 123 18.49.1 : Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore 124 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 125 50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. 126 17.73.1 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm. weighing not less than 170 gms 127 od134272/2024_2025 : Supplying and fixing PVC Floor Trap 100mmx75mm size with Jali including cutting<br>open, boring through walls, RCC slabs etc. and making good the damages.<br>S/F MULTI FLOOR TRAP 110X75X40mm 128 18.7.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge.Internal work - Exposed on wall25 mm nominal outer dia pipes 129 18.8.3 : 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 wall etc.25 mm nominal outer dia pipes 130 50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 131 50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 132 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 133 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ 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 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall 134 50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl 135 19.4.1.1 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 136 19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 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 frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 137 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. 138 18.58.1.1 : Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia 139 SOLAR LIGHTS 140 od136546/2024_2025 : Supply Installation Testing and Commissioning of 40 W Solar Street light All in one type with Street light having 4000 lm 160 lm/W, 6500 K CCT, CRI >70 and 4.5 V , 13 W, PWM charge controller type polycrystalline Panel, 3.2 V, 15 Ah, Lithium Ferro Phosphate Battery, IP 65 Protection, Motion sensor, Auto dimming, including 5 meter Octogaonal Pole with base plate suitable for wind speed as per IS 875 Part III single arm bracket 1 mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junctions box etc.complete 141 5.2 : 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. with charcoal/ coke and salt as required 142 90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 143 90.16.5.3 : Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required. 144 SITTING BENCHES 145 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 146 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 : 8 graded stone aggregate 40 nominal size) 147 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 148 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 149 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 150 od136627/2024_2025 : SupplyingandfixingStone gardensittingbenchwith1.5 metrelenth,450mmclearhightfromgroundlevel450mmwide seating ,450 mm wide back rest as approved by engineer in charge<br> 151 SCULPTURE IN PANCHALIKULAM 152 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 153 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 154 13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats 155 16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 156 13.45.1 : Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm 157 od141239/2024_2025 : CreatingStatue of The statue of Panchali Depict small threadfrom Mahabaratha. Bheema gifted Draupathi the rare flower Kalynasaugandhikam during Pandavs stay in the forest. The statue shall be placed in Panchalikulam. The statue shall be 10 feet in height. Ferrocement, using cement content and fine aggregatereinforced with hard drawn wire mesh of size75 mm x 25 mmand 18mm plasteringincluding admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durabilityThe rate shall include all the tools and tackles, staging support etc. 158 od141240/2024_2025 : ELEPHANT AND CALF: CreatingStatue of The statue of Elephant and its Calf. Each statue 1 no each .The statue shall be curved out of Giant Rock present at site. Ferrocement, using cement content and fine aggregatereinforced with hard drawn wire mesh of size75 mm x 25 mmand 18mm plasteringincluding admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durabilityThe rate shall include all the tools and tackles, staging support etc. 159 od141867/2024_2025 : LIVE SIZE SCULPTURES OF PANDAVAS :CreatingStatue of5 PANDAVASSanskrit epic Mahabharata. The statue shall be 6 feet height. The statue shall be of live size. Ferrocement, using cement content and fine aggregatereinforced with hard drawn wire mesh of size75 mm x 25 mmand 18mm plasteringincluding admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durabilityThe rate shall include all the tools and tackles, staging support etc. 160 WATER ACTIVITY 161 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 162 ADVENTURES ACTIVITY 163 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil 164 LANSCAPPING 165 30.2.1 : Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 166 30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). 167 30.2.7 : Fine dressing of the ground 168 30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge(cost of sludge, dump manure and/ or good earth to be paid separately). 169 30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 170 30.2.10.1 : Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions 171 od133622/2024_2025 : Providing and planting spider plant as per the direction of engineer in charge(size - 60-80cm) 172 od133623/2024_2025 : Foxtail palm well developed with fresh & healthy foliage of ht. plant 210 to240 cm in big 40 cm Cement Pot 173 od133624/2024_2025 : Plumeria alba dwarf height 90-105 cm. with 3-4 branches and thick stem inbig size HDPE bag 174 od133625/2024_2025 : Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, welldeveloped, fresh and healthy with lush green foliage in 35 cm size of Buckettype cement pots. 175 od133627/2024_2025 : Supplying and Planting Eugeniya 2.5 feet height 176 od133628/2024_2025 : Providing and layingBuffalo grass<br> 177 PLAYING EQUIPMENTS and Area 178 18.41.1 : Providing and filling sand of grading zone V or coarser grade, all - round the G.I. pipes in external work15 mm diameter pipe 179 PATHWAY 180 od133615/2024_2025 : Supplying and providing Ashlar stones of size 600x 300X150MMone line dressed in face, beds and joints and fixed in cement mortar 1:4 over the cement concrete bed etcincluding cost, conveyance ,labour charges for laying etc complete . 181 16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 182 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 183 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 184 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 185 RETAINING WALL 186 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 187 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 : 8 graded stone aggregate 40 nominal size) 188 60.7.1 : DRYRUBBLE 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 189 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 190 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 191 5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 192 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 193 WASTE BIN 194 od136587/2024_2025 : PENQUINBIN :- Product Area diameter 1.3 ft, Capacity 63 Ltr,using FRP as Material 195 od137498/2024_2025 : Trunk bin Product Area diameter 1.3 ft, Capacity 63 Ltr, using FRP as material 196 ELECTRICAL WORKS 197 1.10.2Wiring 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. FRLSPVC insulated copper conductor single core cable etc as required.Group B 198 1.10.3Wiring 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. FRLSPVC insulated copper conductor single core cable etc as required.Group C 199 1.14.1Wiring 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 200 1.14.2Wiring 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 201 1.14.3Wiring 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 4 sq. mm + 1 X 4 sq. mm earth wire 202 1.21.1Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm 203 1.21.2Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm 204 1.24.1Supplying and fixing following modular switch/ socket on the existing modular plate & switch boxincluding connections but excluding modular plate etc. as required.5/6 amps switch 205 1.24.3Supplying and fixing following modular switch/ socket on the existing modular plate & switch boxincluding connections but excluding modular plate etc. as required.15/16 amp switch 206 1.24.4Supplying and fixing following modular switch/ socket on the existing modular plate & switch boxincluding connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet 207 1.24.5Supplying and fixing following modular switch/ socket on the existing modular plate & switch boxincluding connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 208 1.25Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 209 1.26Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 210 1.27.2Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) 211 1.27.4Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) 212 1.33Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden blockincludingconnection etc as required. 213 1.58Supplying and fixing PVC batten/ angle holder including connection etc. as required. 214 2.3.2Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V,on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCBIRCCB/Isolator8way, Double door 215 2.3.3Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V,on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,interconnections, powder painted includingearthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door 216 2.10.1Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breakersuitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 217 2.10.3Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breakersuitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Double pole 218 2.11Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 219 2.14.1Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual currentcircuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete withconnections, testing and commissioning etc. as required.25 amps 220 5.4Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, andprovidingmasonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required 221 90.4.1Supply and installation of suitable size MS rod type fan clamp in the RCC slab as per IS 732 as required 222 90.4.5.2Supply, conveyance, installation, testing and commissioning of ceiling fans of the following sizes using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.1200mm sweep -5star rated ceiling fan complete with 300mm down rod ,canopies, shackles and blades working on 230V/240V single phase A/C 223 90.16.1.3Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG) 224 90.16.5.3Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG) 225 90.15.4.5Supply Conveyance, installation, testing and commissioning of 40W 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 than10%, 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) 226 90.15.4.6Supply Conveyance, installation, testing and commissioning of 70W 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) 227 od135521/2024_2025Supply and Installation of 20 W LED Batten 6500K working on 240 V AC supply including givingconnection etc complete 228 od135522/2024_2025Supply and Installation of 10 W LED Bulk Head light fitting working on 240 V AC supply including giving connection etc complete 229 od135523/2024_2025Supply and Installation of 300 mm sweep Exhaust fan in plastic body with self opening lowers working on 230 v single phase A/C in existing openning including making good the damage, connection, testing, commissioning etc as required 230 od135524/2024_2025Supply & Providing 9 W LED Bulb cool day light, colour temprature 6500 K, 810 lumen output with B22 base, working on 230 V AC supply (Make Havells LED Adore 9W or equivalent) 231 od135525/2024_2025Supply and Fixing 25/32 A DP MCB isolator in the existing MCB DB complete with connections,testing and commissioning etc. as required. 232 od135555/2024_2025Supply of 2.5 sqmm 3 core PVC / XLPE insulated armoured control cables with copper conductors for working voltages up to and including 1100 V conforming to IS 1554 part I 1988 for PVC and IS 7098 Part I for XLPE 233 od135556/2024_2025Supplying of 1.5 sqmm 3 core PVC / XLPE insulated armoured control cables with copper conductors for working voltages up to and including 1100 V conforming to IS 1554 part I 1988 for PVC and IS 7098 Part If for XLPE 234 7.3.1Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation and refilling the trench etc as required, butexcluding sand cushioning and protective covering.Upto 35 sq. mm 235 7.7.1Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle) 236 90.12.1.13Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable 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).3 core 6 sq mm 237 90.12.7.13Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium powercable, 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.3 core 6 sq mm with factory made clamp 238 od135602/2024_2025Spply and Installation of IP 66/67 Thermoplastic Polycarbonate PC - GFS Junction Box with knockouts for cable entries for unprotected outdoor (UV resistance) The junction box shall fulfill the following standards 60670-22 Cable Junction Box Size: 104 x 104 x 70mm Make- Hensel KF 0400 B 239 od135603/2024_2025Supply and Installation of IP 66/67 Thermoplastic Polycarbonate PC - GFS Junction Box with multi level knockouts as well as from rear side also for cable entries in different sizes for unprotected outdoor (UV resistance) with internally embedded gasket technology (Polyurethane). Lid fasteners shall have captive type thermoplastic screws with quarter turn knob option. The junction box shall fulfill the following standards IEC 60670-22 : Particular requirements for connecting boxes and enclosures. IEC 60695 – 2 –11 : Glow Wire tested at minimum 960 deg C., Impact Resistant : IK 09 ( 10 joule ) Halogen Free in accordance with IEC 60 754-2 with 4Nos terminals suitable for 10sqmm cable, 1 no 6A SP MCB IP68 Polyamide Gland – 2 Nos M25 and 1No M20 Cable Junction Box Size: 155 x 210 x 92mm Make- Hensel or equivalent 240 od135535/2024_2025Supply and installation of Single Phase Meter Box including fuse unit and provision for single phaseenergy meter fixing on wall using suitable anchor bolts or fixing in recess including cutting hole on thewall , making good the damages, colour washing etc. as required at Site 241 LIGHTNING PROTECTION 242 od135659/2024_2025Providing and fixing Fully Solid Vertical 8-meter Air terminal with Interception Tip mounted on StainlessSteel Wall Clamp mounting accessories, for wind stability as per IS/IEC -62305 part-3, For 6, 8 meter40mm rod tapered to 16mm and then to 10mm Meets the requirement (IS/IEC 62305) Semi-hard (EAlMgSiO5)Suitable for high wind load. All air terminal must have Interception Tip at the Top of air terminal. Air terminal Joining Clip Stainless Steel SS 304 clamp required to connect horizontal air termination to vertical air termination; Lightning tested for 100 KA 10/350 micro sec waveform. This is required if using 17 KG stone supports. Stainless Steel Wall Clamp or 17 KG stone of 365 mm diameter, high level of stability is required to mount 1,2,3,4 meters. No of concrete stones/wall clamps depending on wind load needs to be considered. For 6- & 8-meter air terminal for mounting: tripod stand or 3 no’s & 4 no’s respectively wall clamp will be required to withstand heavy wind load. Govt approved Indian labs test certificate required. 243 od135660/2024_2025Providing & fixing of 8mm solid aluminum round conductor with necessary with Down Conductor Holder made of whether resistant plastic holder at every 0.75 meters: Meets the requirement of (IS/IEC 62305): semi-hard (E-AlMgSiO5) with 50 sq.mm cross sectional area. Govt approved Indian labs test certificate required. 244 od135661/2024_2025Providing and fixing of Cross Connector/T Connector /Folding Clamp/Clamping Shoe/ Expansion Piece with Connector: to route vertical down conductor /mesh formation made of Aluminum Ferrule using screw free joints. Folding Clamp/Clamping Shoe for metal panels (up to 20 mm thickness of the metal frame):Folding clamp/clamping shoe for metal frame thickness up to 20 mm, made of stainless-steel SS 304/316grade, conforms to the requirements according to (IS/IEC 62305). Expansion piece with connector: For equalizing temperature related length changes. Necessary on conductors’ length at every 20 meters horizontally. Using round conductor 8 mm aluminum conductor with straight Connector: using AluminumFerrule. Quick installation using crimp joints. Conforms to the requirements according to (IS/IEC 62305).Make sure all joints are strong and will be inspected at site. Galvanized Iron joints are not permitted to avoid risk of corrosion. Single bolt joints are not permitted to avoid risk of faulty loose joints and reduce risk of flash over. Govt approved Indian labs test certificate required 245 od135662/2024_2025Providing and fixing of Stainless Steel Test Joint suitable with suitable Outdoor Enclosure: For 8mm dia solid round aluminum conductor & 10mm dia copper coated solid steel round conductor having 100microns of copper bonding . Conforms to the requirements according to (IS/IEC 62305).The enclosure should be outdoor glass-fiber reinforced polycarbonate opaque having minimum inner dimension of 75mm x 75 mm x 50 mm. The test link has to be straight and needs minimum 4 mounting screws for strong joints. Inspection of bimetallic corrosion at site required. Separation of 8mm Aluminum & 10mm Copper bonded steel is required for future inspection and contractor has to make sure both conductors should not touch each other to avoid bimetallic corrosion. Single bolt joints are not permitted. Govt approved Indian labs test certificate required 246 od135663/2024_2025Providing and laying copper coated steel solid round conductor 10 mm diameter from earth electrode directly in ground as required. copper coated steel, high corrosion resistant. Meets the requirement of (IS/IEC 62305) copper coating thickness of 100 microns Should be tested and use exclusively forlightning protection earthing system and ring equipotential bonding. After test link needs to be routed inside Heavy duty conduit to avoid touch potential till ground level. Govt approved Indian labs test certificate required. 247 5.4Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, andprovidingmasonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
