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Tender for Demolishing Brick Work Manually/ By Mechanical Means And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. (A) In Cement Mortar , 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-Incharge. 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 Cement : 5 Coarse Sand (Zone-Lll) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:1.5:3 (1 Cement: 1.5 Coarse Sand (Zone-Lll) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 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 (I Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , A) Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , B) Columns, Pillers, Piers, Abutements, Posts And Struts. , C) Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , D) Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , E) 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 , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cernent : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete. , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Themo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Brick Work With Non Modular Fly Ash Bricks Confirming To Is: 12894, Class Designation 7.5 In Flundation And Plinth In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 For All Lift , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 (1 Cement: 6 Coarse Sand) , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 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 2.4M 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 (2.5 Mm 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) , Providing And Laying Non Pressure Np-2 Class ( Light Duty) Reinforced Cement Concrete Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : (A) 150 Mm Dia Reinforced Cement Concrete Pipe , Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : (A) Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Panit Of Approved Brand And Manufacture. , Excavating Holes Upto 0.10 Cum, Including Getting Out The Excavated Soil, Then Returning The Soil As Deported In Layers Not Exceeding 20 Cm In Depth, Including Consolidating And Deposited Layer By Ramming Watering Etc., Disposing Of Surplus Excavated Soil As Directed With In A Lead Of 50 M And Lift Upto 1.5 M. A) All Kind Of Soil , Lettering With Black Japan Paint Of Approved Brand And Manufacture , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Precast cement concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-Incharge. Made Of G.I. Wire Of Dia 4 Mm , 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. , Excavating, Supplying, Stacking And Filling Of Local Earth (Including Royalty) By Mechanical Transport Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lead And Lifts Included. (Note: - Nothing Extra Shall Be Paid In This Account And In This Item Charges Of Good Earth, Charges Of Trasport, Labour, Machinery & Equipments All Are Including) , Total Amount Of Dsr Items 1 - 25 =1,33,44,848.90 , Providing And Fixing Double Stand Plastic Branded Dustbin-80 Ltr Capacity , Providing And Fixing Precast Concrete Garden Bench Type Ii Size: 80 Mm (Thickness) X 890 Mm (Back Height) X 45 Mm (Front Height) X 690 Mm (Base Width) Concrete Grade: M30 Reinforced Concrete Planks: Size Of 1500 Mm X 400 Mm X 50 Mm Manufacturing Process: Vibration Compaction Method Using Plastic Moulds For Impeccable Finish. Curing Process: 7 Days Through Sprinkler Water Curing. , Providing And Fixing Precast Concrete Garden Bench-Type Iii Size: 50 Mm (Thickness) X 100 Mm (Dia) Bench Size: 1000 Mm (Bench Length) X 350 Mm (Width) X 50 Mm (Thickness) With Over All Dimensions. Concrete Grade: M30 Reinforced Concrete Planks: Size Of 1500Mm X 400 Mm X 50 Mm Manufacturing Process: Vibration Compaction Method Using Plastic Moulds For Impeccable Finish. Curing Process: 7 Days Through Sprinkler Water Curing. , Desilting Of Water Bodies By Deploying Master Tm280 Amphibian Excavator On Hiring & Running Basis Having 14M To 15M Boom Length (Minimum) And 0.5 Cub Mtr Bucket Capacity (Minimum) 1 Complete Etc As Required At Site. (The Rates Including Comprehensive Operation Under Water, Maintenance Of Machine, Operator, Helper, Watch & Ward, Supervisors, Service Engineers And Supply Of Diesel/Fuel, Oils/Lubricants Spares And Required Consumables Etc.). , Pumping Out Of Staganated Water From Dda Water Body Into Near By Existing Drain With Pumping Arrangement By Installing Of 2 Nos. 20 Hp 3 Phase Water Motor And 100 Kva 3 Phase Dg Set With Fuel, Fiitings And Pipe For Suction Pipe And Delivery Including Foot Valves Operator, Helpers & Watchman Etc. As Required, Complete As Per Direction And Satisfaction Of Engineer-In-Charge.( The Rate Is Inclusive Of Dg Set, Diesel, Mobil Oil, Delivery Pipe, Suction Pipe And Other Consumable And T & P Required As Per Site Condition For Above Said Operation And Noting Extra Is Payable On Account Of This.) , Pumping Out Groundwater/Subsurface And Surface Water And Disposing Of It Into The Nearby Storm Water (Sw) Drain, As Directed By Thc Engineer-In-Charge. Note: The Rate For This Item Is Inclusive Of The Cost Of Services Of Operating Staff, Diesel/Petrol/Kerosene Oil, Lubricating Oil, Providing And Fixing Discharge Hose Pipes And Foot Valve Hose Pipes, Etc.,Including Placing Gunny Bags To Cordon Off The Inflow Of Water, To Achieve Dry Working Conditions By Controlling The Upward Flow Of Groundwater. , Total Amount Of Non Dsr Items 26-31= 7,44,842.74 , Total Amount Of Dsr Items 1-25 (A) = 1,33,44,848.90 , Total Dsr Items After Adding Gst Correction Factor On Dsr Items @0.973 (Rs.) = 1,29,84,537.98 , Add Cost Index @ -0.09% On Dsr Items I.E. On 1,29,84,537.98 = -11,686.08 , Total = 1,29,72,851.90 , Total Amount Of Non Dsr Items 26-31 (B) = 7,44,842.74 , Total (A+B) 1,37,17,694.64
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