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| 1 | Arm Wheel: - Providing, designing and fixing Arm Wheel in a pair of size 850 X 800 X 1800 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Padals shall be made up of Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE |
| 2 | Air Swing - Providing and fixing of air swing emphasizes on the front and back upper leg muscles exercise. Size1400× 915× 1360mm main post made of 4-inch pipe and other main pipes 1-1½ inch pipes. 3mm thickness pipes double coated PU painting, heavy-duty sealed ball bearing, for long-lasting life. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with a base plate cover, (Including a concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 3 | Leg Stretcher-The main frame of leg stretcher hall consist of 80 NB G.I. pipes with two suitably designed brackets attached on it. Brackets have to be made of M.S. material with G.I. plating. The moving frame oflLeg press is to be made of 40NB G.I. pipes which is to be mounted to the main frame with the help of suitably designed, machined shaft and bearing housing. Bearings used are to be of oil sealed, self-lubricating. Make of bearing shall be as per approved make list. Foot rest is to be hinged to the main frame with the help of suitably designed G.I. plated clamp and 25 NB G.I. pipes. Gusset plates have to be provided to give extra strength to foot rest. Foot rest is to made of high quality HDPE material. Suitably designed HDPE pads has to be provided at the bottom of moving frame. Seat and back rest provided has to be made of HDPE.. All pipes are to be uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe is to be close by GI/HDPE caps for user safety against entrapment. |
| 4 | Sit Up Board-Providing, designing and fixing of single sit -up station of size 1504 x 1133 x 624 mm fabricated with main post of 140 mm dia and 3.00 mm thick ,yellow sleeve dia 159 mm thickness 8.0mm, connecting pipe dia 33 mm thickness 3.0mm and rest of the pipes are 2.75 mm thick,having bottom plate 260 mm dia with thickness 12.00 mm with ABS cap/ cover,all pipes made up of hot rolled tubular steel and pre galvanized, having oil degreasing treatment and sand blasting de-rusting treatment must be used before powder coating treatment with baking temperature of more than 200 degree celsius using high quality paint nippon or equivalent of 90 - 120 micron thickness. All joints of pipe should be cut by CNC laser cutting and robotic welded, with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Seat shall be made up of steel pipe 2.75mm thick , with rounded edges to prevent any impact of injury and welded/ attached to main structure for vandalism proof design and long life. All open ends of pipe to be closed by steel/ LLDPE caps for user safety. The equipment must confirm the quality standards such as DIN 79000 and EN 16630. The equipment must have TUV certification in the manufacturing process. |
| 5 | Sky Machine-The main frame of sky machine is to be made in two parts, one from 80NB and 40NB galvanized pipe and vertical pipe with 80NB pipe structure. The handle pipe is to be of 25NB GI pipes with PVC/rubber grip on top end. This handle pipes is to be hinged over 80NB main frame with the help of suitably designed heavy duty bearings assembly. Bearings used are to be of oil sealed, self-lubricating. Make of bearing shall be as per approved make list. The handle pipe is to be further extended to the rectangular tube of 50 x 50 mm on both sides with 40NB galvanized pipe links. Paired rectangular tubes with four foot rests has to be linked to main frame. Foot rest is to be made with the help of high quality aluminium casting material. The total structure is to be supported on foundation stand which shall be of 80NB pipe. All pipes are to be uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe are to be closed by GI / PVC caps for user safety against entrapment. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 6 | Elliptical Exerciser-Providing, designing and fixing elliptical exerciser of size 1200 X 540 X 1600 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using akzo nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Padals shall be made up of nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colourful and UV resistant environmental friendly. Bearing used shall be maintenance free, duly oiled sealed and self lubricated made by reputed company to be approved by Engineer-in-Charge. Equipment to be fitted within built limiters to prevent unwanted movements. All open ends of pipe to be coloured by GI/LLDPE caps for user safety. |
| 7 | Providing and fixing with all nessery items including prepration of foundation two seated Chair swing Age Group- 6 To 12 Years. Safety Play Area - 10*8 ft, Chain= GI Rubber Coat Chain Belt, Padestal Bearing, Pipe=60 MM, 14 Guage Apolo CR Pipe ISI Mark. Paint= To Coat Colour Aspa Paint. All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 8 | Providing and fixing with all nessery items including prepration of foundation Fun Station Age Group- 6 To 12 Years. Safety Play Area - 25*15 FT, Spiral Slide, Standard Slide, Double Deeker Slide, FRP Turnal Bridge, FRP Parafit= 2*2, FRP 2 Canopy, Pipe= 75 MM, 25 MM, 14 Guage Apolo Pipe ISI Mark. Paint= To Coat Colour Aspa Paint. All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 9 | Supply and fixing of Straight Slide should be made of HDPE (Pipe) of ID 40 and OD 50 with nylon bush (mat finish) of demanded colour. With structural parts GI pipes and MS steel (including cutting, fitting, welding, Bolting and smooth grinding etc. complete. All the structural parts shall be polyester powder coated having min. thickness of 50 micron. High quality fastened complete with supply/fixing and installation to ground including civil work for making base and pedestals. All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 10 | Supply and fixing of Double See-Saw, safe play area=2x 1.0 to 1.5m*3.0 to 3.6m sitting area should be coated with polyester fibre glass reinforced plastic of 6 to 8 mm thickness. For structural parts GI Pipes and MS Steel (including cutting, fitting, welding, bolting, bearing and smooth grinding etc. ) complete. All the structural parts shall be polyester powder coated having min. Thickness of 50 micron. The structural parts should not to be painted, For structural parts stainless steel should be used. Nowhere Iron to be used Entire product is assembled with nut bolts, flanges and couplings. High quality fastened complete with supply/fixing and installed to be ground including civil work for making base and pedestals. All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. |
| 11 | Providing and Fixing of Plaque ( Inaugration Stone) with foundation complete with all respect. |
| 12 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] |
| 13 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 14 | [11.60]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. [Through Rate] |
| 15 | [11.9.1]15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 16 | [11.94.1]Finishing walls with textured exterior paint of required shade : 1. New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm [Through Rate] |
| 17 | [11.97.3]Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 3. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/10 sqm of approved brand and manufacture [Through Rate] |
| 18 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 19 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] |
| 20 | [24.5.2.7]MISCELLANEOUS ITEMS 2.7. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 180/150 mm outer dia/ inner dia [Through Rate] |
| 21 | [5.7.4]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. 4. In cement mortar [Through Rate] |
| 22 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 23 | [6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 24 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
