Work Of Setting Up Open Gyms At Various Places In Nohar Urban Area , Health Walker Providing And Fixing Of Health Walker To Enhance The Mobility Of Upper And Lower Limbs And Improve The Flexibility Of Joints. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Handle Frame Shall Be Made Up Of Atleast 25 Nb “C” Class G.I. Pipe. The Footrests Shall Be Made From Aluminum Casting Material Of Size Not Less Than 130 Mm X 310 Mm X 5 Mm Thickness And Mounted On M.S. Plate Of Size 130 Mm X 310 Mm X 3Mm Thick. High Tensile Steel With Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble Berger/ Nerolac Paints With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo Is As Per Enclosed Photo No. 2. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Sit Up Bench Double Providing And Fixing Ofdouble Sit Up Bench Of Size Not Less Than 1760 Mm (Length) X 1140 Mm (Width) X 660 Mm (Height), To Enhance The Flexibility Of Whole Body. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Remaining Frame Of The Sit Up Board Minimumof32 Mm Nb Shall Be Made From “C” Class Gi Pipe. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. Opg 402 Brand:Ss. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Mini Sky Surfing Board Providing And Fixing Of Surfing Board Of Size Not Less Than 1000Mm (Length) X 600 Mm (Width) X 1400 Mm (Height), To Build Up The Muscle Groups Of The Waist, Enhance The Body Coordination And Flexibility. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Footrests Shall Be Made From High Quality Fiber Reinforced Plastic Material. High Tensile Steel With Galvanized Nut Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo Is As Per Enclosed. Opg 303 Brand Ss, (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Dual Sky Stepper Providing And Fixing Of Dual Sky Stepper To Enhance The Mobility Of Upper And Lower Limbs And Improve The Flexibility Of Joints. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Handle Frame Shall Be Made Up Of Atleast 25 Nb “C” Class G.I. Pipe. The Footrests Shall Be Made From Aluminum Casting Material Of Size Not Less Than 130 Mm X 310 Mm X 5 Mm Thickness And Mounted On M.S. Plate Of Size 130 Mm X 310 Mm X 3Mm Thick. High Tensile Steel With Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble Berger/ Nerolac Paints With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo Is As Per Enclosed Photo No. 2. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Big Turning Wheel(Thai-Chi Spinner) Providing And Fixing Ofthai-Chi Spinner Of Size Not Less Than 700Mm (Length) X 1000 Mm (Width) X 1280 Mm (Height), To Increase Mobility Of Shoulder Elbow And High-Knee. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. High Tensile S.S. Nut Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Triple Twister Providing And Fixing Oftriple Twister Standing Of Size Not Less Than 1500Mm (Length) X 600 Mm (Width) X 1300 Mm (Height), To Enhance Flexibility Of Waist. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Handle Frame Is Minimum Of 25 Nb Shall Be Made From “C” Class G.I. Pipe.The Twister Plate To Be Fitted On The Bottom Frame Shall Be Made Up Of M.S. Plate Of Minimum Size @300 Mm And 10 Mm Thick. Closing Caps Shall Be Made Up Of High Quality Fiber Reinforced Plastic Material. High Tensile Steel Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Power Push Cum Shoulder Press Providing And Fixing Of Chest Press Cum Seated Puller Of Size Not Less Than 2000Mm (Length) X 710 Mm (Width) X 2200 Mm (Height), To Enhance The Strength Of Upper Limbs And The Muscle In Chest And Shoulder. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Seats And Back Rests To Be Filled On The Outer Frames Shall Be Made Up Minimum Of M.S. Sheet Of Size 330 Mm X 300 Mm X 2 Mm Thickness. Closing Caps Shall Be Made Up Of High Quality Fiber Reinforced Plastic Material. High Tensile Steel Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger/Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Rower Providing And Fixing Of Rower To Enhance Flexibility Of Waist. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Handle Frame Is Minimum Of 25 Nb Shall Be Made From “C” Class G.I. Pipe.The Twister Plate To Be Fitted On The Bottom Frame Shall Be Made Up Of M.S. Plate Of Minimum Size @300 Mm And 10 Mm Thick. Closing Caps Shall Be Made Up Of High Quality Fiber Reinforced Plastic Material. High Tensile Steel Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Leg Press Providing And Fixing Ofleg Press Of Size Not Less Than 1840Mm (Length) X 360 Mm (Width) X 1560 Mm (Height), To Build Up The Muscles Ofthigh And Enhance The Strength Of Waist. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127 Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Sleeve Frame Minimum Of 100 Od And Of M.S. Seamless Pipe With Thickness 5 Mm. The Sleeve Should Be Disassembled From Main Frame. The Footressts Shall Be Made From Casted Aluminum Material, Having Sizes Minimum Of 130 Mm X 310 Mm X 5Mm Thick. Closing Caps Shall Be Made Up Of High Quality Fiber Reinforced Plastic Material. High Tensile Steel With Galvanizednut Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble/Berger Nerolac With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo. (The Cement Concrete And Excavation Work Shall Be Paid Separately). , Cross Trainer Providing And Fixing Of Cross Trainer Of Size Not Less Than 1370Mm (Length) X 660 Mm (Width) X 1755 Mm (Height), To Enhance The Mobility Of Upper And Lower Limbs And Improve The Flexibility Of Joints. The Main Structure Frame Shall Be Made From G.I. Pipe Minimum Of 127Mm C Class Welded With M.S. Round Base Plate Atleast @200 Mm & 10 Mm Thick. The Handle Frame Shall Be Made Up Of Atleast 25 Nb “C” Class G.I. Pipe. The Footrests Shall Be Made From Aluminum Casting Material Of Size Not Less Than 130 Mm X 310 Mm X 5 Mm Thickness And Mounted On M.S. Plate Of Size 130 Mm X 310 Mm X 3Mm Thick. High Tensile Steel With Galvanized Nuts And Bolts Shall Be Used For Assembly. The Powder Coating Shall Be Done With Pure Polyster Powder Of Ackzonoble Berger/ Nerolac Paints With Minimum 60 To 70 Micron Thickness, Complete In All Respect Including Fixing The M.S. Holdfast In Cement Concrete To Hold The Whole Structure, Under The Directions Of Engineer-In-Charge To Fulfill The Functional Requirement. The Indicative Design/Photo Is As Per Enclosed Photo No. 2. (The Cement Concrete And Excavation Work Shall Be Paid Separately).
