MIGRATION MONUMENT TOURISM VILLAGE IDUKKI-PHASE 2-GENERAL CIVIL WORK

SOLAR LIGHTS

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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 derived from natural sources)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

OD283353/2025-2026 Solar street light: Supply installation termination, testing and commissioning 30w Solar LED Street Light, All in one type with 60w Panel, 12.8V 18Ah Lithium Phero Phospate LifePo4 Battery, Protection individually for each components Motion sensor and Hybrid Charge controller. The pole shall 5 mtr GI Conical Pole Made by CNC Filament machine, and be painted with anti corrosive paint with required thickness for protection. Each street light pole shall have proper indepentent earth at each location (Excluding civil work)

PROPOSED SNACKBAR

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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)

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

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 derived from natural sources)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.6 Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.3.2 20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand)

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.

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.

OD283361/2025-2026 Providing and laying in position ferrocement, using cement content and fine aggregate reinforced with hard drawn wire mesh of size 75 mm x 25 mm and 18 mm plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge

OD283360/2025-2026 Providing and laying in position ferrocement, using cement content and fine aggregate reinforced with hard drawn wire mesh of size 75 mm x 25 mm and 18 mm plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge

OD283359/2025-2026 Providing and laying in position ferrocement, using cement content and fine aggregate reinforced with hard drawn wire mesh of size 75 mm x 25 mm and 18 mm plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge

OD283358/2025-2026 Providing and fixing Ornamental painting of approved make as directed by engineer in charge

OD283357/2025-2026 Design work for column, beams, tie beams and cement plastering 1:4 , (1cement,and 4 coarse agreegate )

17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board510x1040 mm bowl depth 250 mm

17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe32 mm dia waste pipe

17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms

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

18.56.2 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms pillar cock

18.58.1.1 Providing and fixing PTMT grating of approved quality and colour. Circular type100 mm nominal dia grating

50.18.7.1.2 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 15 mm dia 10Kgf/cm2 - Internal work - Exposed on wall pvc pipe

50.18.7.3.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall pvc pipe

50.18.7.4.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall pvc pipe

50.18.8.1.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge.Concealed work, including cutting chases and making good the wall etc. 15 mm pipe 12 Kgf/ cm2 pvc pipe

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. water storage tank

PROPOSED RAIN SHELTER

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. clearing grass rain shelter

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil earth work excavation

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) pcc

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) RR Masonry

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. earth filling

50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse solid block masonry sand) etc complete.

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts centering shuttering

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 steel reinforcement

OD284372/2025-2026 Providing and laying in position ferrocement, using cement content and fine aggregate reinforced with hard drawn wire mesh of size 75 mm x 25 mm and 18 mm plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge ferrocement cement concrete

OD284373/2025-2026 Providing and laying in position ferrocement, using cement content and fine aggregate reinforced with hard drawn wire mesh of size 75 mm x 25 mm and 18 mm plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge

OD284374/2025-2026 Design work for column, beams, tie beams and cement plastering 1:4 , (1cement,and 4 coarse agreegate )

OD284375/2025-2026 Providing and fixing Ornamental painting of approved make as directed by engineer in charge

CONSTRUCTION OF PATHWAY

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

OD284377/2025-2026 Flooring with Shaped rubble of size 30X30 cm and 75 mm thick in cement mortar of 1:6 as directed by the site in charge

LANDSCAPING

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

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

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)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

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).

60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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).

30.2.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

30.2.7 Fine dressing of the ground

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).

30.2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

TICKET COUNTER

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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 portion Powder coated aluminium (minimum thickness of powder coating 50 micron)

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)

21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

10.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube

13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer& 39;s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

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.

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.

11.47.2 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

ELECTRIFICATION WORKS

1.10.3 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

1.24.1 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch

1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet

1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

1.28.1 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.1 or 2 Module

5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.

1.50.1 Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep

1.17.1 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.1 x 1.5 sq. mm

1.17.2 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 1.5 sq. mm

OD284498/2025-2026 Supply of 305mm Exhaust Fan with front guard : Supply of 305 mm sweep, 1400 rpm heavy duty exhaust fan with front guard, working on 230 V AC supply, etc. as per the direction of engineer in charge as required

1.21.1 Supplying 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

1.21.2 Supplying 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

1.21.3 Supplying 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.32 mm

1.21.4 Supplying 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.40 mm

ADVENTURE ACTIVITY

OD284509/2025-2026 ROPE COURSE- Size 30 ft height, 2 layer Ist platform: 4ft height 2nd platform 14 ft height 3rd platform 22ft height Pole: 8 ta 1O inch diameter Necessary safety equipment

OD284508/2025-2026 MULTI ACTIVITY TOWER- Materials M.S Metal (IS MARK), Vertical column 150x150x4 mm box type, Horizontal column 100x100x3mm boz pipe, cross section- 80x40x3 mm box [ipe, Platform- 3mm checker plate, stairs-30x10 inch, 6 ft

OD284507/2025-2026 360 CYCLE- SIZE 13 FT ROUND MODIFIED CYCLE, MATERIALS- MS BASE FRAME, MANUAL PERATING, POOR MAINTENANCE, POWDER COATED BOADY

OD284506/2025-2026 ZIP LINE ROLLER COASTER- 100 Meter, Design as per site location, GI structure materials, specially modified , support tower- as per design, safety equipment

PLAYING EQUIPMENTS

OD284519/2025-2026 "Droopy Climber:- Product Area : 11'Ft x 3'Ft, Safe Area : 17'Ft x 8'Ft, Age Group : 5 to 12 Years, Users at a Time : 8 to 10 Nos, Droopy Climber top frame is made up of 80 NB GI B-Class pipe. All welded joints are properly grounded and coated with an epoxy sealant for rust resistance all sharp edges and corners are properly ground before painting. Powder coat done by first coat of primer – Jotun brand 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness. Loops are made up of 20 NB GI B Class pipe. Loop rung side frame is made up of 80 NB GI B Class pipe step pipes are made up of 20 NB GI B Class pipe. Roto moulded sparrow character is made up of LLDPE which is nonageing, non-toxic a disUV Resistant.

OD284518/2025-2026 “Monkey Climber:-Product Area : 10.7'Ft x 3.1'Ft, Safe Area : 16.7'Ft x 6.1'Ft, Age Group : 5 to 12 Years, Users at a Time : 4 to 6 Nos, Monkey climber side frame is made up of 80 NB GI B-Class pipe.- Ladder frame is made up of 20 NB GI B-Class pipe & attached to main frame with nylon clamp.- Top frame is made up of 40 NB & 20 NB GI B-Class pipe.

OD284517/2025-2026 "Double Arc Swing with Character :- Product Area 9.3'Ft x 3.5'Ft, Users at a Time : 2 Nos, Age Group : 4 to 14 Years. Safe Area : 13'Ft x 13'Ft, Top bar is made up of 50 NB G.I B-Class pipe having 2 sets of bearing assembly & profile plate at end.- The length of top bar is 2.8m long. - Side frame is made up of 80 NB G.I B-Class pipe having 2 nos. Side frame is bend one piece in UShape.• Special design pipe clamps hold casting assembly of bearings. It gives noiseless and smoothmovement to the swing. Round cobalt coated short link chain of 8mm diameter (electric butt welded) as per ISI: 2429, which can carry a weight of 400 kg. The chain is rubberised coated .S.S s-hook is used to hang chain in rubber belt. Seat is made up of rubber with non-skid surface with nylon lining in sandwich pattern. Belt seat should be 13mm thick. S.S. triangular hook is moulded in belt in such a way that it won’tproject from the top surface of the belt seatsRoto moulded LLDPE plastic sparrow character is fixed on top bar

OD284516/2025-2026 “5' Ht. Roto Spiral Tunnel Slide- Platform is made up of FRP with inbuilt stiffeners for strength. • Deck vertical support is made up of 80 NB GI B-Class pipe.• Railing is connected with specially designed nylon clamps & 20 NB GI B-Class pipe.The triangular steps are of 16 SWG G.I. sheets.Slide t-support is made up of 80 NB G.I PIPE B- Class pipe.Slide l- support is made up of 40 NB GI B-Class pipe. Tunnel slide chute is made up of LLDPE plastic in roto moulding process.Inside diameter of slide will be 760 mm."

OD284515/2025-2026 "Roto Multi play Fun System-12 including Roto Palm Tree, Palm Tree is made up of LLDPE Plastic in rotational moulding processes. Roto Sparrow, Roto House Canopy with Chimney, House Canopy with Chimney is made up of LLDPE roto moulded plastic.This is in shape of House Roof. House Canopy size will be minimum – 1500 mm X 1600 mm. It has fitted with chimney on top of canopy. FRP Rock Climber 5’Ht, Rock Climber is made up of Fibre Reinforce Plastic. Injection moulded rock hold are fitted on same platform .It has gradent of 65 degree with the ground. Minimum 6 rock hold will be of nylon in three colours. Support frame should be given from the back for strength. Roto Slide Entry - Slide entry is made up of LLDPE plastic in rotational moulding , FRP Ladder 5’Ht - Ladder is made of Fibre rRinforce Plastic. All the sharp edges and corners properly grinded to give smooth finish so that children are not hurt while playing. The pure polyester powder coating is done on the equipment which extends the life of equipment. The foundation is done as per ISI standard., Roto Square Deck Platform 5'Ht (4x4), :- Square Platform is composed of Virgin Non-Fading LLDPE Powder by Roto moulding inhouse process.• The size of platform is 1060mm X 1060mm.• Flange width of platform is 75 mm to give good surface contact with the attachments.• Platform is designed in that way it should be antiskid surface.• Roto Moulded Platform is having good tensile strength.• It has higher impact resistance.• It is highly weather resistance.Roto Cross & Zero Railing, It is made in LLDPE, rotational molding process. The railing is supported by 20NB GI pipes with Nylon clamps Roto Straight Open Slide 5'Ht, Double Post Swing"

OD284514/2025-2026 7' Ht Net Rock Climber :- Product area 8.2'Ft x 5'Ft, safe area-11.5'Ft x 8.2'Ft Age Group 5 to 12 Years Users at a Time 4 to 6 Nos Net rock climber frame is made up of 40 NB GI BClass pipe.Net is made up of 19 dia PP rope,Ball clamps are made up of nylon.Rock climber is made up of FRP having inbuilt M.S angle frame Rock holds are made up of nylon

VR INTERPRETATION

OD284523/2025-2026 One sculpture of ANACONDA- 50 M Length 2.4 M dia width and, made by 8 MM STEEL 15CM CC are placing and reinforced plastering using fine sand and granite powder with ferrocement net and TMT steel, finished with ornamental painting over reinforced cement concrete structures. plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability and Design work and Ornamentalpainting as per direction of Engineer-in-charge

OD284522/2025-2026 It is proposed to have a 5 to 6 minutes VR representation of the Forest Walk which includes the representations Animals and the natural environment like Wind , Rain and the various sounds (Animals, Birds and Wind) should be felt in the Show. It should be with the adequate hardwares (4 VR equipments) and the same shall be planned to accommodate 4 Tourists at a time.

OD284514/2025-2026 7' Ht Net Rock Climber :- Product area 8.2'Ft x 5'Ft, safe area-11.5'Ft x 8.2'Ft Age Group 5 to 12 Years Users at a Time 4 to 6 Nos Net rock climber frame is made up of 40 NB GI BClass pipe.Net is made up of 19 dia PP rope,Ball clamps are made up of nylon.Rock climber is made up of FRP having inbuilt M.S angle frame Rock holds are made up of nylon

VR INTERPRETATION

OD284523/2025-2026 One sculpture of ANACONDA- 50 M Length 2.4 M dia width and, made by 8 MM STEEL 15CM CC are placing and reinforced plastering using fine sand and granite powder with ferrocement net and TMT steel, finished with ornamental painting over reinforced cement concrete structures. plastering including admixtures in recommended proportions accelerate, retard setting of concrete, improve workability without impairing strength and durability and Design work and Ornamentalpainting as per direction of Engineer-in-charge

OD284522/2025-2026 It is proposed to have a 5 to 6 minutes VR representation of the Forest Walk which includes the representations Animals and the natural environment like Wind , Rain and the various sounds (Animals, Birds and Wind) should be felt in the Show. It should be with the adequate hardwares (4 VR equipments) and the same shall be planned to accommodate 4 Tourists at a time.