Climbing Wall Sports Sturcture Iind Call E Tender For Installation Of Climbing Wall Sports Structure 2024 Second Call , Surface Dressing Of The Ground Including Removing Vegetation And In- Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. In All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sidesand Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. (No Extra Lift Is Payable If Work Is Done By Mechanical Means) - In Ordinary Rock , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Upto Plinth Level : With 20Mm Nominal Size Graded Stone Aggregate M-10Nominal (Mix-1 Cement : 3 Sand : 6 Graded Stone Aggregate ) , M-25 – Grade Concrete , Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding Including Cost Of Binding Wire All Wastages And Overlaps, Couplers (Overlaps Shall Be Provided As Per Requirement Of Is 13920 For Ductile Detaling Is 456 Rcc Design & Sp 34 Reinforcement Detailing ) Etc. Complete . (Note:- 1. Spacer Bars (Chairs) Shall Be Paid Separately As Shown In The Drawing And As Per Direction Of Engineer In Charge. 2. No Extra Payment Shall Be Done For Overlaps And/Or Couplers. 3. Couplers Shall Be Conforming To Is Code On “Reinforcement Couplers For Mechanical Splices Of Bars For Concrete Reinforcement - Specification”) Thermo-Mechanically Treated Bars.Fe 500 Or More Conforming To Is 1786 , Design, Supply, Fabrication, Taransportion And Erection Of Structural Steel/Mild Steel Built-Up Sections For Steel Building In Column, Rafter, Truss, Floor Joist, Wind Bracings, Tie Beam, Foundation Bolts, Fasteners Etc. Including Two Coats Ofepoxy Paint And One Coat Of Primer. These Structural Steel/Built-Up Sections Shall Be Manufactured Using Advanced Cnc Plasma/Oxy Acetylene Cutter And H Beam Welding Line. Welding Shall Be In Full Depth On Both Sides Of The Plate Adopting Relevant I.S Code. Structural Square Pipe 150 Mm/ H Beam 200 X 150 Mm Structural Square Pipe 125 Mm/ H Beam 150 X 150 Mm I Section 50 X 100 Mm L Section 40 X 40 Mm/ 65 X 65 Mm Rectangular 75 X 50 Mm , Providing And Fixing Of 2Mm Thick Polycarbonate Sheet To Self-Supported Roofing System. The Sheet Shall Have Tensile Strength And Elongation As Per Astm D 638, Refractive Index As Per Astm D 592, Light Transmission Asper Astm D 1003 And Specific Gravity As Per Stm D 792. Polycarbonate Sheet Shall Have Foam Tap Or Rubber Gasket Under And Over It And Fixed By 1 To 2 Mm Thick Aluminum Angle 25X25mm With Self- Tapping Screw To Panels. All Joints Shall Be Sealed By Silicon. Rates Include Of All Material, Labour, Fittings, Screw, Foam Tap, Aluminum Angles Etc. Complete. Deduction Shall Not Be Made For Cutting Area Of Self-Supported Roof. , Providing And Fixing Carbon Steel Galvanised (Minimum Coating 5 Micron) Dash Fastener Of 10 Mm Dia Double Threaded 6.8 Grade (Yield Strength 480 N/Mm2), Counter Sunk Head, Comprisingof 10 Mm Dia Polyamide Pa 6 Grade Sleeve, Including Drilling Of Hole In Frame, Concrete/ Masonry, Etc. As Per Direction Of Engineer-In-Charge. 10X120 Mm , Providing And Supplying Of Mat Of Size 400Mm Impact Absorbing Mat System For Artificial Climbing Structures 400 Mm Thick Which Consists Of - Layer 1; 50 Mm (2 Inch) Thickness; 50 Kg/M3 (3.1 Lb./Ft3) Density; Memory Foam. - Layer 2; 100 (4 Inch) Mm Thickness; 35 Kg/M3 (2.2 Lb./Ft3) Density; Regular Foam. - Layer 3; 250 (10 Inch) Mm Thickness; 23 Kg/M3 (1.4 Lb./Ft3) Density; Regular Foam. Pvc Cover For The Top And Side Of The Foam , Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinths, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M.
