Upgradation of Kumarakom Bird Sanctuary(Civil, Electrical, CCTV -- 1 Stone Pathway 2 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. 3 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 4 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 5 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 6 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 7 50.2.25.1:Filling 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 8 OD36823/2025-2026 :Supplying and paving 50 mm thick natural stone hand cut and chisel dressed well on top for paving in floor of walkwaylaid over 20 mm thick cement mortar 1:4 with cement slurry as per the design of Architect OD 9 Pedestrian Bridge 10 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. 11 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 12 15.18:Dismantling steel work in built up sections in angles, tees, flats and channelsincluding all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead . 13 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 14 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) 15 5.31:Extra for laying reinforced cement concrete in or under water and /or liquid mudincluding cost of pumping or bailling out water and removing slush etc., complete.Note:- The quantity will be calculated by multiplying the depth measured from thesubsoil water level upto the centre of gravity of theR.C.C. under subsoil water withthe quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m.0.05 m or more shall be taken as0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. 16 OD29693/2025-2026:Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloadingto approved municipaldumping ground for lead upto 10 km for all lifts, complete asper directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/plyingload carrying motor vehicle of 3.5 cum or more. 17 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 18 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 19 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 20 Providing 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 : 6 graded stone aggregate 20 mm nominal size) 21 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 22 Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M -25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap):300 mm dia piles 23 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 24 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete 25 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 26 Wooden planking in flooring including fixing to MS frame with necessary screws complete (base of the ms frame to be measured and paid separately.) Wood plastic Composite 27 Providing and fixing Fiber Glass Reinforced Plastic (FRP) Frames including the cost of mild steel frame work etc. through complete as per the direction of engineer in charge 28 Extension of interpretation centre 29 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. 30 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 31 Filling 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 32 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 33 Providing 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 : 6 graded stone aggregate 20 mm nominal size) 34 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 35 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 36 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. 37 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 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.Concrete of M30 grade with minimum cement content of 350 kg /cum 38 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 39 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) 40 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge. 41 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) 42 20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) 43 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 44 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats 45 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 46 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in-Charge and panelling with panels of:12 mm thick pre- laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade I, Type - II marked : 47 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:125x125x27x5 mm 48 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 49 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-charge and consisting of :i ) Ist layer of 22 mm to 25mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the leveling course ( leveling course to be paid separately). Joints separately) joints sealed and grouted with cement slurry mixed with water proofing compound. II) 2nd layer of 25 mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate if 10 mm to 12 mm nominal size spreading @ 8 cudm/ sqm thoroughly embedded in the 2nd layerUsing rough kota stone 50 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 51 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 52 .Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 53 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete 54 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 55 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) 56 Upgradation of existing interpretation centre 57 Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below 58 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm 59 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 60 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar 61 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) 62 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) 63 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 64 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats 65 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerincharge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. 66 Providing and fixing tiled false ceiling of approved materials of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams per sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x 30x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer -in-charge.12.5 mm thick square edge PVC Laminated Gypsum Tile size 595x595 mm made of Gypsum plasterboard , manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyster on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyster film so as to make the tile a completely sealed unit. 67 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 68 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 69 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 cceptable.Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). 70 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 71 Public space at Entrance and terminal deck) 72 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 73 .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 74 Filling 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 75 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 76 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 77 Providing 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 : 6 graded stone aggregate 20 mm nominal size) 78 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 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 79 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 80 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 81 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) 82 Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 83 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 84 .Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 85 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge. 86 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 87 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 88 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 89 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 90 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).450 mm dia piles 91 Add for using extra cement in the items of design mix over and above the specified cement content therein 92 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 93 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 94 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete 95 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 96 Exterior Marine grade Spar Varnishing with varnish of approved brand and manufacture : Two or more coats glue sizing with Exterior Marine grade spar varnish or an under coat of flatting varnish for wooden structures as per manufacturer specification. It allows surface preparation with grinding and cleaned surface from contaminent. It allows colors and finishes with at least one moke-up approved by architect. It includes scaffolding, staging at any height, at all levels with necessary machinaries, tools and kits, precautionary measures during the procedure, uniform finish without pin holes, neat and clean surface without any scratches etc. completed up to the level of satisafction. It allows to protect treated surface with covering materials like plastic bubble sheet to be wrapped up with proper tie 97 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 98 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 99 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in-Charge and panelling with panels of:12 mm thick pre- laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade I, Type - II marked : 100 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 (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). 101 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:125x125x27x5 mm 102 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 103 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerincharge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm 104 Supplying and paving 50 mm thick natural stone hand cut and chisel dressed well on top for paving in floor of walkway laid over 20 mm thick cement mortar 1:4 with cement slurry as per the design of Architect OD 105 Wooden planking in flooring including fixing to MS frame with necessary screws complete (base of the ms frame to be measured and paid separately.) Wood plastic Composite 106 Providing and fixing Fiber Glass Reinforced Plastic (FRP) Frames including the cost of mild steel frame work etc. through complete as per the direction of engineer in charge 107 Wooden Jetty and Deck 108 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 109 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. 110 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 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 111 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 112 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 113 Exterior Marine grade Spar Varnishing with varnish of approved brand and manufacture : Two or more coats glue sizing with Exterior Marine grade spar varnish or an under coat of flatting varnish for wooden structures as per manufacturer specification. It allows surface preparation with grinding and cleaned surface from contaminent. It allows colors and finishes with at least one moke-up approved by architect. It includes scaffolding, staging at any height, at all levels with necessary machinaries, tools and kits, precautionary measures during the procedure, uniform finish without pin holes, neat and clean surface without any scratches etc. completed up to the level of satisafction. It allows to protect treated surface with covering materials like plastic bubble sheet to be wrapped up with proper tie 114 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 115 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete 116 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 117 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).450 mm dia piles 118 Add for using extra cement in the items of design mix over and above the specified cement content therein 119 Wooden planking in flooring including fixing to MS frame with necessary screws complete (base of the ms frame to be measured and paid separately.) Wood plastic Composite 120 Providing and fixing Fiber Glass Reinforced Plastic (FRP) Frames including the cost of mild steel frame work etc. through complete as per the direction of engineer in charge 121 Wooden board walk 122 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 123 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. 124 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 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 125 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 126 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 127 Exterior Marine grade Spar Varnishing with varnish of approved brand and manufacture : Two or more coats glue sizing with Exterior Marine grade spar varnish or an under coat of flatting varnish for wooden structures as per manufacturer specification. It allows surface preparation with grinding and cleaned surface from contaminent. It allows colors and finishes with at least one moke-up approved by architect. It includes scaffolding, staging at any height, at all levels with necessary machinaries, tools and kits, precautionary measures during the procedure, uniform finish without pin holes, neat and clean surface without any scratches etc. completed up to the level of satisafction. It allows to protect treated surface with covering materials like plastic bubble sheet to be wrapped up with proper tie 128 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).450 mm dia piles 129 Wooden planking in flooring including fixing to MS frame with necessary screws complete (base of the ms frame to be measured and paid separately.) Wood plastic Composite 130 Providing and fixing Fiber Glass Reinforced Plastic (FRP) Frames including the cost of mild steel frame work etc. through complete as per the direction of engineer in charge 131 Watch tower 132 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. 133 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 134 Filling 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 135 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 136 Providing 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 : 6 graded stone aggregate 20 mm nominal size) 137 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 138 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions. 139 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 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 140 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 141 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 142 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 143 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 144 Supply & Fixing of Bangalore Stone 60 x 60 cm (Box cut) of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 145 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).450 mm dia piles 146 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 147 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete 148 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 149 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 150 Wooden planking in flooring including fixing to MS frame with necessary screws complete (base of the ms frame to be measured and paid separately.) Wood plastic Composite 151 Signages, street furniture and entrance gate 152 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. 153 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 154 Providing 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 : 6 graded stone aggregate 20 mm nominal size) 155 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 156 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 157 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 158 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) 159 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:150x125x27x5 mm 160 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge 161 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 162 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats 163 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in-Charge and panelling with panels of:12 mm thick pre- laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade I, Type - II marked : 164 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 165 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 166 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 167 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 168 Stone work plain in Copings,Cornices, String courses and plinth courses, upto 75mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.White sand stone 169 Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade 170 Supplying and paving 50 mm thick natural stone hand cut and chisel dressed well on top for paving in floor of walkway laid over 20 mm thick cement mortar 1:4 with cement slurry as per the design of Architect OD 171 Supply ,installing & Making a letters (KUMARAKOM BIRD SANCTUARY) made of Aluminium material including<br>transportation cost from the source of fabricating to the specific location at site without breaking of edges &<br>erection in line, level, gradient and plumb with necessary testing, setting in position, labour charges for<br>installation with all the necessary required accessories. and with necessary bolting/riveting/ on wooden<br>board. It also includes Shop drawing, Material approval & 2 mockups for approval as per specifications and<br>direction of the Architectural design 172 Providing and fixing in Stainless steel Floor Mounted Dustbin with dimensions and design as per Architect selection, in SS 316,<br>Dual bins with 50 liters each having Matt / Mirror Finish including required foundation, anchor bolts and fixing details etc.<br>completed as directed by EIC. Including Minimum 2 mockups for approval complete as per instruction of engineer in charge. 173 Providing and Fixing Second class teak wood furniture work for various decks like benches, sittings, table, chairs, etc... All wood work framing such as sitting stands, foot rest, legs, etc.. shall fabricate fromwooden batterns with any shape and size treated with Anti-Termite and Painted with Spar Varnish respectively under related line item specification under approved make list and manufacturer specifications.Table and benches shall have with clear top, comprising of 50mm thick best quality Second class teak wood, of size 2000mmx700mm ( Clear Plank Size: 2000mmx233mm ) & 2000mmx450mm ( Clear Plank length not less than 2000mm ) respectively fixed on Wooden frame work clear top area of any component. It allows: i) All wooden members shall be of seasoned teak wood treated with anti- termite chemical ii ) wood plank top shall be treated with exterior marine grade Spar varnish of MRF/ASIAN or approved per manufacturer specification. Bottom of wood plank floor shall be treated with 2-coats of Black Japan 174 paint with respective primer and application methodology as directed by EIC iii) All supporting post at any interval shall be interlocked and fixed rigidly with planks/metal cleats, screws, nuts & bolts- check nuts ( 60microne Hot deep Galv./ SS-316 ) and heavy duty virgin nylon buffers rigidly fixed to post etc.. complete in true line level and alignment to avoid rattle during usage and per details approved. All Wooden frame structures shall be treated with exterior marine grade Spar varnish under relevant tender item and mfg. spacs. iv ) Various types of molding, grooves, kholiya etc.. shall be dressed with machine and finished in lucrative manner with proper joinery & jointed by z-clips & pins on joints as approved per shop drawing. v) All necessary fittings, fixtures, nut bolts, washer, plates, customize detail for fixing and fittings, exterior grade glues & adhesive, etc. comp. all SS316 shall be with matt / brush finish as desired by architect to complete the entire product with satisfactory level. vi) it shall be wrapped with fixed 175 chapda at specified interval per approved shop drawing with SS-316 patti having min. size 25mmx1mm with SS nails. vii) It shall be touched up for pin holes, hair cracks with wood saw and adhesive & smoothen. Second class teak wood furniture work : Bench : 1500 mm x 450 mm x 900 mm (Ht)) 176 Rejuvenation of internal canal 177 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 178 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 179 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 180 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 181 Softscape 182 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.Ordinary rock 183 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 184 Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). 185 Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment). 186 Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm 187 Supplying and fixing of Pearl grass as per the direction of the officer in charge including taking manuring, labour and watering etc. complete 188 Digital Kiosks 189 Providing and fixing in Android - based Outdoor Digital information kiosk (2 nos) having panel specification of 55 inch screen size, resolution 1920 x 1080, with touch screen and sensor builtin brightness control. The specification of connectivity for HDMI IN is X1, Power port X1, OSD Language is English & local and external IP67 media Player and android OS / Window OS. The specification of special features having tempered glass having anti-reflective glass with IK10 impact-resistant, optical bonded process, IP67 weather proof design, cooling system of fanless+ filteless and operating temperature is 30 deg. C to 55 deg. C. And power specification are AC 110 to 240V power supply, 50/60Hz rated frequency and Shell of Aluminium alloys, including all required software (Online ticket booking software ,Website with SSL certificate,Content, VR videos, photos, e-brochures etc) and all Hardware necessary accessories. 190 MV cables 191 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size 3.5C X35 sqmm Aluminium XLPE armoured cable 192 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of 3.5C X25 sqmm Aluminium XLPE armoured cable 193 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of3C X 2.5 sqmm Cu XLPE Armoured cable 194 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of3C X 4 sqmm Cu XLPE Armoured cable 195 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of4C X 4 sqmm CU Armoured cable 196 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of 4C X 2.5Sqmm CU XLPE Armoured cable 197 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq.mm 198 Cable Termination 199 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.3 1/2X25 sq.mm (28mm) 200 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.3 1/2 X 50 sq. mm (35mm) 201 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) 202 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.3 X 10 sq. mm (22mm) 203 Earthing 204 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 205 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 206 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 207 UPS 208 Supply, installation, testing and commissioning of ONLINE UPS system with SMF battery and 30 minute back up and battery rack complete in all respect 1 set of 3 kVA UPS single phase input & single phase ( Computer &ELV ) Load output for unbalance 209 Light Fixtures 210 Supply, Installation, testing & commissioning of SPIKE LIGHT : System Wattage: 12W, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60 Hz Operating Voltage: 100-277VAC, Operating Temperature: -15°C~+50°C Light Source: CITIZEN, LED Lumens: 1640 lmCRI (Ra): 80, LED Colour Temperature: 3000K/4000K Power Supply: Integral, Power Factor: >0.98, THD: <10%, Surge Protection: 2.5KV, Efficiency: >84% Colour Temperature: 3000K, Luminous flux: 988 lm, Beam Angle: 15° / 25° / 40° Body: Die-cast Aluminium Alloy, Diffuser: Clear Tempered Glass, Mounting: Spike / Die-cast Aluminium Bracket Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING, IP66, IK04, Life: 60,000 hrs Dimension: 113 x 84 x 117mm The luminaire is BIS & CE certifications. (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.)(junction box shall be jelly filled IP-67) 211 od229964/2024_2025 : Supply, Installation, assembling, connection, testing and commissioning of bollard light fixture equivalent to LB-14 Bollard 11-16W LED , LED source of CCT 3000K/4000K/5700K. Constructed out of Extruded circular extruded aluminium housing (with test certificate) Height: 840mm, dia. 100 mm thickness, SS fasteners & Pre-treated silicone gaskets. Finished with acid treatment and pure polyester powder coating with MARINE COATING. Mounting base made of Die-cast aluminium mounting. Base plate 150 x 150 x 4mm thick with 2 elongated holes 20 x 14 to suit 3 nos M10 bolts at CC 130mm with pure polyester powder coating. This mounting plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foudation with Hot dip galvanised foundation bolts. The mechanical resistence of the luminaire is IK06 and with ingress protection of IP65. This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80), Lifespan of the luminaire 50,000 hours at 40°C. High efficiency Transmission with specially designed extruded seamless Milky white PC diffuser, lamp fixed position. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >84%,br>power factor >0.9, THD <10%, Colour Rendering Index: Ra>80 . Input voltage of 230-240Vac at 50-60Hz frequency and have an operating voltage of 100-277Vac with Surge protection 2.5KV and have Asymmetrical light distribution and simple electronic On-Off driver. The luminaire is BIS & CE certifications. (NOTE: Final wattage capacity, light fixture<br>colour, light Colour Coding Temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization. 212 Supply, Installation, testing & commissioning of STEP LIGHT System Wattage: 12W LED, Driver Integral: Constant Current Input Voltage: 230-240Vac, Frequency: 50-60Hz Operating Voltage: 100-277Vac, Operating Temperature: - 15°C~+50°C Light Source: NICHIA/osram/cree LED Lumens: 1000 lm CRI (Ra): 80, LED Colour Temperature: 3000K / 4000K / 5700K Power Supply: Integral, Power Factor: 0.95, THD: 10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 240 x 83 x 70mm. IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING.The luminaire is BIS & CE certifications (NOTE: Final wattage capacity, light fixture colour, light Colour Coding Temperature, Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization. 213 Supply, Installation, testing & commissioning of UP and DOWN LIGHT : 12W LED IP 65, IK:07, Driver Integral : Constant Current, Input Voltage : 230-240Vac , Frequency : 50-60 Hz , Operating Voltage : 100-277Vac , Operating Temperature : - 15°C~+50°C, DIMENSION ; 145 X 100 x 150mm with GU10 LED Lamp Body : Extruded & die-cast aluminium , Reflector : Mirror finish pure AL ,Diffuser : Clear toughened glass , Mounting : Surface - wall Finish : Graphite Grey Light source : COB LED , Lumens : 1800 lm , CRI (Ra) : >80 , LED Colour Temperature : 3000K / 4000K Power Supply : Integral , Power Factor : 0.95 , THD : 85% Luminous flux : 1219 / 1186 lm for 25° Beam Angle : 15° / 25° /40° (NOTE: Final wattage capacity, light fixture colour, light ColourCoding Temperature, Fixture sample is to be done and approved by the architect and Engineer in charge after sampling and mock-up before finalization.) 214 Supply, Installation, testing & commissioning of 20W hanging light point System Wattage: 20W LED, Driver Integral: Constant Current Input Voltage: 230- 240Vac, Frequency: 50- 60Hz Operating Voltage: 100-277Vac, Operating Temperature: -15°C~+50°C Light Source: NICHIA, LED lumens: 1800 lm CRI (Ra): 80, LED Colour Temperature: 3000K / 4000K / 5700Kbr>PowerSupply: Integral, PowerFactor: 0.95, THD: <10%, Surge Protection: 2.5KV, Efficiency: >85% Colour Temperature: 3000K,4000K, Luminous flux: 656 lm, Light Distribution: Asymmetrical Body: Die-Cast Aluminium, Diffuser: Clear Polycarbonate, Gasket: EPDM, Mounting: Wall - Surface, IP65, Life: 60,000 hrs Dimension: 220 x 40 x 95mm. <br>IP66, IK04, Life: 60,000 hrs Finish: Graphite Grey/Anthracite Grey/Jet Black with MARINE COATING. The luminaire is BIS & CE certifications (NOTE: Final wattage capacity, light fixture colour, light Colour Coding temperature,Fixture sample is to be done and approved by the architect and Engineer incharge after sampling and mock-up before finalization.) 215 Pole and Foundation 216 Construction of Foundation for Bollard of size 300 mm Length , 300 mm width, 450 mm depth including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes R.C.C work of M-30 for foundation also having 100mm thick PCC in M-10 and 50mm thick rubble soling at bottom level. It shall be completed with all respect in true line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. (Foundation should be designed as per wind speed of local area guidelines). 217 Construction of Foundation for ELV Pole of size 300mm Length , 300 mm width, 900mm depth including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes R.C.C work of M-25 for foundation also having 100mm thick PCC in M-10 and 150mm thick rubble soling at bottom level. It shall be completed with all respect in true line level, plumb with neat clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. (Foundation should be designed as per wind speed of local area guidelines) 218 Providing and fixing approved make FRP Type Circular poles. The pole should be made as per IS. with required base plate suitable suspend local wind speed to be erected on existing foundation including all other accessories required. (B) 4 Mtr. Long 219 Solar System 220 Design, Engineering, Supply, Installation, Testing & Commissioning of 0.5 kWp Off Grid Solar PV Power Plant consisting of Solar PV modules, Power Conditioning Unit (Inverter with all accessories/ features), Junction Boxes, PVC Pipes, Cables/Wires including connectors/plugs/fuses, ACDB, Suitable Lightening Arrestor/Earth link, etc. and accessories along with Tool kit and spares for 1 year. The scope of work includes suitable mounting along with all cables, hardware, nuts, bolts etc. (Liasoning Work is not included) 221 Junction Box 222 Supply, Transportation, Installation, testing and commissioning of IP 66/69 weather proof Outdoor type junction boxes having dimension Height x Width x Depth:- 155 x 210 x 92 mm with terminal having black colour RAL 9011. 223 Supply, Transportation, Installation, testing and commissioning of IP 66/69 weather proof Outdoor type junction boxes having dimension Height x Width x Depth:- 155 x 210 x 92 mm having black colour RAL 9011 224 Supply, Transportation, Installation, testing and commissioning of IP-67 Rated weather proof Outdoor type junction boxes having diamension Height x Width x Depth:- 104 x 104 x 70 mm with terminal having black colour RAL 7035. 225 Distribution Boards 226 Supplying 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 including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way, Double door 227 Supplying 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 including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way, Double door 228 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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 229 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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 230 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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 231 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps 232 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 233 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 234 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 235 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth,metal enclosed plug top along with 20 amps C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 236 Supplying and fixing 20 amps 415volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top along with 20 amps C curve, TPMCB, in sheet enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 237 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 238 Internal works - Point wiring 239 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 C 240 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 241 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). 242 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 243 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 244 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 4 sq. mm + 1 X 4 sq. mm earth wire 245 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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 246 Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required. 2 way 5/6 amps switch 247 Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required. 15/16 amp switch 248 Supplying and fixing following modular switch/ socket on the existing modular plateswitch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 249 Supplying 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. 250 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 251 Supply installation testing and commissioning of 1200 mm sweep BEE 5 star rated, Ceiling fan with Brush Less Direct Current (BLDC) Motor class of insulation: B 3 Nos blades, 30 cm long down rod 2 nos of canopies, Shackle kit, safety rope, copper winding Power factor not less than 0.9 service value (CM/M/W) minimum 6 delivery minimum 210 cum/Min.350 rpm (tolerance as per IS:374/2019) THD less than 10% remote or electronics regulator unit for speed control and all remaining accessories including safety pin, nut bolt washers, temperature rise =75 degree C (max) insulation resistance more than 2 mega ohm, suitable for 230 V,50 Hz, single phase AC supply, earthing etc. complete 252 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required. 3 X 1.5 sq.mm 253 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required. 3 x 2.5 sq. mm 254 LT Panel 255 Supply, Installation testing & commissioning of medium Voltage sheet steel metal clad, compartmented cubicle Panel board Assembling and wiring of component supplied separately. Earthing all components, frame etc. to acommon internal earth bar. Connection, testing and commissioning. Electrical contractor shall carry out the insulation test at site & all the readings shall be submitted in duplicate to the consultant or engineering charge. Supporting rigid steel framework.Cubicle type, 14 gauge CRCA sheet steel enclosed. Proper bonding to earth. Painting/lettering on Breakers and distribution boards, the location they serve, providing on each panel its circuit diagram. Providing cable clamps / supports within distribution boards cable alley.TPN ACB?s / MCCB?s shall mean 3 pole ACB?s / MCCB?s with adequate size of neutral link. All MCB?s shall be of minimum 10 KA breaking capacity. The breaking capacity of MCCB?s are mentioned panel wise. All MCCB?s shall be with thermal magnetic releases up to 250 amps and microprocessor based above 250 amps capacity, unless specified otherwise. All motor feedersMCCBs shall be of motor duty. 256 Distribution panels shall be Powder Coated with Siemens gray paint shade no. RAL-7032 of IS-5. Degree of protection for following type of distribution panel enclosure shall be as per IS:13947-1993. IP 54 for all Indoor panel. IP 65 and double door for all outdoor panel. All MCCBs shall be provided with operating mechanism for door interlock. All measuring instruments (Meters) shall be of digital electronic with LED of approved make. All hinged door shall be earthed through 2.5 sq mm tinned braided copper wire. Pad locking of Switch board doors. Pad locking of MCCB?s handles in OFF Position. All MCB?s used for protection of resistive and lightly inductive load shall be type B characteristic and inductive (Motor) load shall be of type C characteristic and discharge lamps and UPS etc. shall be of type D characteristic. All incoming and outgoing air circuit breakers shall be placed on middle portion of the vertical in Single tier formation. Approved makes L&T/ABB/schnider/Legrand/SIEMENS. 257 Supply, Installation, testing and commissioning of IP 65 rated External Lighting Panel (OUTDOOR TYPE) Having Incomer: 63 Amp FP MCB (01 No). Out Going: 40 Amp TP Heavy Duty Contactor 16 Amp FP MCB (04No), 16 Amp SP MCB (12No), 25 Amp DP MCB (04No) (CONTACTORS, BUS BAR,TIMERS ETC..) 258 DWC HUME PIPES AND MANHOLE 259 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required 63 mm dia (OD-63 mm & ID-51 mm nominal) 260 120 mm dia (OD-120 mm & ID-103 mm nominal) 261 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm dia RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm dia 262 Construction of ELECTRICAL & ELV chamber of size 450x450x600 (1050x1050x850)mm including excavation, backfilling, watering, soling, compaction, Reinforcement etc. complete. It includes brick work of Walls, R.C.C work of M-30 for top and bottom slabs, also having 100mm thick PCC in M-10 at bottom level. It shall be plastered with 15mm thick Plaster with neat coat in CM 1:3 on internal including water proofing and outside of chamber with 18mm thick cement plaster (underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ) in two coat at all sides. Top shall be covered with Pre-Cast SFRC Solid MH cover with clear opening of 450x450mm with frame and cover bearing load min. 25t and size as Mentioned in Drawing. It shall be completed with all respect in ture line level, plumb with neat & clean surface as per coordinated infrastructure detail drawing up to the level of satisfaction. 263 CCTV and Networking 264 Supply and Installation of Gigabit Optical Fiber Switch (8 SFP Optical + 2 Ethernet) with module 265 Supply, Installation, Testing and Commissioning of SC-LC SM Patch Cord 3 Mtr with all necessary accessories to comply the installation 266 Supply, Installation, Testing and Commissioning of 06 LC Port Loaded LIU SM DinRail Type with all necessary accessories to comply the installation 267 Supply, Installation,testing and commissioning of 8Port POE Network Switch to provide Power and Data Communication for mentioned Camera. With 1 G SFP Module 268 Supply, Installation, Testing and Commissioning of Wall mounted 6U Network Rack along with power sockets strips and all other require components & accessories to mount all the equipments for satisfactory job 269 Supplying and drawing of HDMI cable with all supporting accessories like connectors etc. 270 Supply, Installation, assembling, connection, testing & commissioning of Fiber Optic Single Mode 6 core armoured cable outdoor with all necessary ,accessories to comply the installation 271 Supply, Installation, Testing, Commissioning of Wall mounted Network Rack for 15U switch mounting with fixing accessories set. 272 Supply ,installaiton, testing and commissioning of RJ-45 socket outlet point with suitable Front Plate, CRCA sheet steel box with all necessary accessories & hardware etc. with require all accessories to finish the job 273 Supply and installation of 1Mtr Patch Cord 274 Supply and installation of 24 Port Gigabit Poe Network Switch. (1 port sfp with module,1port ethernet uplink). 275 Supply and installation of 1KVA Offline UPS 276 Supply, Installation, Testing and Commissioning of industrial type 43 LED Display for 24x7 runningg (ON), 1920 X 1080 Resolution, 450 CD/M2 Brightness, Wall Mounting Bracket. Approved Makes- SAMSUNG / SONY / LG 277 Hard Drive Disk: SITC of Enterprise surveilliance HDD 8 TB for 30 days storage at D1 resolultion. Approved Makes- Honeywell / Simplex / Siemens/WD 278 Supply, Installation, Testing & Commissioning of 32-channel network video recorder (NVR), Real-time recording: Up to 32 channels 1080P @ 4Mbps, Operating System LINUX, H.265, H.264 high quality decoding, RAID-0/1/5/6/10 support, motion detection, 3 USB 2.0 ports, USB storage device, 2 RJ- 45 port, 1 RS-232, Hot swap, 2 bay HDDs, Support ONVIF Profile S, HTTP/HTTPS, TCP/IP, RTSP, UDP, NTP, HTTPS, DHCP, IP Search protocols can support 279 Supply of Outdoor 8 Megapixel High Definition IP Bullet Camera of good quality & approved make with 3840 × 2160 30fps resolution,4 mm lens, minimum 30 m IR range, H.264 Compression, Video bit rate 32 Kbps~16Mbps, 2.54cm progressive scan CMOS,PoE (Power over Ethernet), 120db Wide Dynamic range, 3D Digital Noise Reduction,Dual stream, DC12V & PoE (802.3af), IP67 Weather Proof, day/night vision,Auto, scheduled Day/Night Switch,RoHS Compliance etc. 280 Supply, installation, testing and commissioning of 25 mm 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 281 Supplying and laying 63 mm dia size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required 282 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
