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Tender For 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) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 15M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , 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) , 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) , Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources) , 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 , Providing And Laying Cement Concrete In Retaining Walls, Return Walls,Walls (Any Thickness) Including Attached Pilasters, Columns, Piers,Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets,Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering,Shuttering And Finishing: 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights :Small Lintels Not Exceeding 1.5 M Clear Span, Moulding As In Cornices, Window Sills, String Courses, Bands, Copings, Bed Plates, Anchor Blocks And The Like , 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 , Washed Stone Grit Plaster On Exterior Walls Height Upto 10Metre Above Ground Level,In Two Layers,Under Layer12mm Cement Plaster 1:4 (1 Cement : 4 Coarse Sand ), Furrowing The Under Layer With Scratching Tool,Applying Cement Slurry On The Under Layer @ 2 Kg Of Cement Per Square Metre, Toplayer 15Mm Cement Plaster 1: 1/2:2 (1Cement: 1/2 Coarse Sand : 2 Stone Chipping 10Mm Nominal Size), Inpanels With Groove All Around As Per Approved Pattern,Including Scrubbing And Washing The To Player With Brushes And Water To Expose The Stone Chippings,Complete As Per Specification And Direction Of Engineer-In- Charge (Payment For Providing Grooves Shall Be Made Separately). , Forming Groove Of Uniform Size In The Top Layer Of Washed Stone Grit Plaster As Per Approved Pattern Using Wooden Battens, Nailed To The Under Layer, Including Removal Of Wooden Battens, Repair To The Edges Of Panels And Finishing The Groove Complete As Per Specifications And Direction Of The Engineer-In-Charge :15 Mm Wide And 15 Mm Deep Groove , Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil 600 Mm Dia 10 Metre Openable Length ( Total Length 90 M), Having 50 Nos Rounds Per 6 Metre Length, Upto 3 M Height Of Wall With Existing Angle Iron Y Shaped Placed 2.4 M Or 3.00 M Apart And With 9 Horizontal R.B.T. Reinforced Barbed Wire, Stud Tied With G.I. Staples And G.I. Clips To Retain Horizontal, Including Necessary Bolts Or G.I. Barbed Wire Tied To Angle Iron, All Complete As Per Direction Of Engineer-In-Charge, With Reinforced Barbed Tape(R.B.T.) / Spring Core (2.5Mm Thick) Wire Of High Tensile Strength Of 165 Kg/ Sq.Mm With Tape (0.52 Mm Thick) And Weight 43.478 Gm/ Metre (Cost Of M.S. Angle, Cement Concrete Blocks Shall Be Paid Separately) , Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including 500X450 Mm Pre-Cast Reinforced Cement Concrete Horizontal Grating With Frame Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum , Providing And Laying Rmc Of M-25 Grade By Using Minimum 330 Kg. Of Cement (43 Grade Opc) Per Cum Of Concrete In Roads/Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20 Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Concrete To Improve Workability Wit Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Leveling To Required Slops And Camber, Finishing By Contractor/ Expansion, Construction Of Cross/ Longitudinal Joints With Approved Joints Filler And Sealants, Etc. Complete As Per Direction Of Engineer-In-Charge(Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Item). Note : The Cement Considered In Rmc M-25 Is 330Kg/Cum. If Any Deviation In Quantity On Lower Side Is Observed Subject To Approval Of Job Mix Formula By Engineer-In-Charge, A Recovery Of Cement @ Rs. 10 Per Kg. Will Be Deducted. Rmc M-25 With Cement Content Less Than 300 Kg/Cum Shall Be Rejected. Excess Cement Used More Than 330 Kg/Cum Will Not Be Paid). , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality Ehd - 35 Circular Shape 560 Mm Internal Dia , 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 For All Lift, As Directed By Engineer-In-Charge. All Kinds Of Soil , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:5:10 (1 Cement : 5 Coarse Sand (Zone-Iii): 10 Graded Stone Aggregate 40 Mm Nominal Size). , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:1½:3 (1 Cement: 1½ Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Cold Twisted Bars , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,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. , Steel Work In Built Up Tubular ( Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Electric Resistance Or Induction Butt Welded Tubes , Providing And Laying Gang Saw Cut 18 Mm Thick, Mirror Polished Pre Moulded And Pre Polished Machine Cut Granite Stone Of Required Size And Shape Of Approved Shade, Colour And Texture In Footpath, Flooring Cut Granite Stone Of Required Size And Shape Of Approved Shade, Colour And Texture In Footpath, Flooring In Road Side Plazas And Similar Locations, Laid Over 20Mm Thick Base Of Cement Mortar 1:4 (1Cement : 4 Coarse Sand) Including Grouting The Joints With White Cement Mixed With Matching Pigment, Epoxy Touch Ups Etc. Complete As Per Direction Of Engineer-In-Charge. With Granite Stone Of Area Less Than 0.50 Sqm. , Providing And Fixing Bolts Including Nuts And Washers Complete. , Designing, Fabricating, Testing, Installing And Fixing In Position Curtain Wall With Aluminium Composite Panel Cladding, With Open Grooves For Linear As Well As Curvilinear Portions Of The Building , For All Heights And All Levels Etc. Including: (A) Structural Analysis & Design And Preparation Of Shop Drawings For Pressure Equalisation Or Rain Screen Principle As Required, Proper Drainage Of Water To Make It Watertight Including Checking Of All The Structural And Functional Design. (B) Providing, Fabricating And Supplying And Fixing Panels Of Aluminium Composite Panel Cladding In Pan Shape In Metalic Colour Of Approved Shades Made Out Of 4Mm Thick Aluminium Composite Panel Material Consisting Of 3Mm Thick Fr Grade Mineral Core Sandwiched Between Two Aluminium Sheets (Each 0.5Mm Thick). The Aluminium Composite Panel Cladding Sheet Shall Be Coil Coated, With Kynar 500 Based Pvdf / Lumiflon Based Fluoropolymer Resin Coating Of Approved Colour And Shade On Face # 1 And Polymer (Service) Coating On Face # 2 As Specified Using Stainless Steel Screws, Nuts, Bolts, Washers, Cleats, Weather Silicone Sealant, Backer Rods Etc (C) The Fastening Brackets Of Aluminium Alloy 6005 T5 / Ms With Hot Dip Galvanised With Serrations And Serrated Washers To Arrest The Wind Load Movement, Fasteners, Ss 316 Pins And Anchor Bolts Of Approved Make In Ss 316, Nylon Separators To Prevent Bi-Metallic Contacts All Complete Required To Perform As Per Specification And Drawing The Item Includes Cost Of All Material & Labour Component, The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Curtain Wall With Aluminium Composite Panel Cladding, Cleaning And Protection Of The Curtain Wall With Aluminium Composite Panel Cladding Till The Handing Over Of The Building For Occupation. Base Frame Work For Acp Cladding Is Payable Under The Relevant Aluminium Item.S The Contractor Shall Provide Curtain Wall With Aluminium Composite Panel Cladding, Having All The Performance Characteristics All Complete , As Per The Architectural Drawings, As Per Item Description, As Specified, As Per The Approved Shop Drawings And As Directed By The Engineer-In-Charge. However, For The Purpose Of Payment, Only The Actual Area On The External Face Of The Curtain Wall With Aluminum Composite Panel Cladding (Including Width Of Groove) Shall Be Measured In Sqm. Up To Two Decimal Places. , Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading,Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved , Providing & Fixing Backlit Signage Of Size 80 Ft X 3Ft Made Out Of Acp Of 3Mm Thickness With Ms Framework With 3D Cut Letters On The Acp. Having Ip 68 Rated Samsung Chip Leds Of 10000K With 140Lumens Per Feet For Brightness & Uniform Illumination With No Hotspots Including Material, Labour Charges, Freight Charges Etc Complete With 1 Year Warrenty On Complete Product And Per Direction Of Engineer-In-Charge. , Supplying And Installation Testing And Commossioning Of 40 Watts Smart Intergarated All In One Solar Light Of Highty Effeciency Solar Panel Led Light And Long Lite Po4 Battery With High Effieciency Micriprocessor-Based Charge Controller Per Motion Sensor And Compact In Size Complete Etc As Required Make Bajaj /Volmont/Phillips/Lysaght). , Supplying And Installation Led Wall Light , Energy Saving, Decorative Ip 66 Led Up-Down Luminaire With Wall Surface Mounting Using Cob Led As Light Source As Required Make Bajaj /Volmont/Phillips/Lysaght/Havells). , Supply Of 150 Led Luminaire For Flood Light With Warranty For Free Replacement 1 Year 140 To 270 Volts Ac At 50 Hz+/-2 Hz With Auto Cutt Off At Below 120V, Including All Wiring, Circuity, Switch & Installation (Make For Led Street Light Bajaj, Cropton, Orient Or Equivalent). , Providing, Fixing Erection And Testing Of 3G.I. Pole (Medium Class) Of 6 Mtr. Hight Having Base Plate Welded On Bottom Of Pipe Of Suitable Thickness With Foundation Including Excvation Shuttering And Cement Concrete Complete Etc As Required And As Per Direciton Of The Engineer-In-Charge At Site. , Providing Fixing And Installation Of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make An Eliptical Cross Trainer That Consists Of A Central Pin Which Connects The 2 Heavy Flywheels & Which Has 2 Main Bearings And In Addition Has A Duplex Teflon Resistance Bearing Which Locks The Pin And Creates Resistance To The Spin. The Central Pillar Is A Monolithic Large Annual Rate Contract Tube Without Convex Sides Is & Minimal Deformation Ergonomically Curved With An Od Of 89 Mm, The Wall Thickness Is Min 3 Mm & Has A 8Mm Thick, 40Cm Gusset Support At Standard Height Of 1.4M. All Fasteners To Be Of 304 Stainless, Torx Anti Vandal Fasteners, All Nuts Enclosed In Polyamide Anti Vandal Caps. Finishing To Be Metalized / Plasma Zinc Injection + Dupont/Alexta Outdoor Use Color Powder Electrostatic Coating. The Handles Are Of 3Mm Rubber With Aluminum Cap Locking Anti Vandal System. All Complete Fixing Of Equipment In Foundation Is To Done As Per The Direction Of Engineer In Charge Or As Per Approved Drawing & Design Given By Manufacturer Including Earth Work, C:C Work Up To Plinth Level In 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size) Of Required Size As Per Department / Manufacturers Specifications And Guidelines.Engineer In-Charge
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