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Miscellaneous Maintenance Work Of Sector Beta-I For Three Years, Greater Noida Miscellaneous Maintenance Work Of Sector Beta-I For Three Years, Greater Noida , Providing Jcb With Driver And Including Pol (Ar/Gnida) , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5M. All Kinds Of Soil. (Dsr-13/2.28.1/P-75) , Drain Chamber Cleaning Of Foil Position And Pumping Out Of Sewage Upto 3.0M Depth (Ar/Gnida) , Clearing Grass And Removal Of The Rubbish Upto A Distance Of 50M Outside The Periphery Of The Area Cleared. (Dsr-13/2.32/Ar/Gnida) , Tractor Trolley With Driver And Including Pol (Ar/Gnida) , Supply Of Labour (Ar/Gnida) , Earth Work In Excavation In Ordinary Soil In All Type Of Foundation Trenches Including Dressing Of The Side And Ramming Of Bottom. Lifts Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. All Kinds Of Soil. (Morth/A.R./Gnida) , Depth From 0.0 To 1.5 M Below G.L. , Extra Rates For Quantities Of Work Excavated In Or Under Water And Liquid Subsoilincluding Pumping Out Of Water As Required.(Ar/Gnida) , Carriage/Disposal Of Earth/Material By Mechanical Transport Including Loading, Unloading And Stacking. (Ar/Gnida). Earth: , Lead Upto 1.0 Km. , Providing And Fixing Sfrc Cover On Chamber (Without Frame) 50Mm Thick. (Ar/Gnida) , Size: 600X600mm (Medium Duty) , Providing And Fixing Sfrc Cover Over Chamber (With Frame) 50Mm Thick. (Ar/Gnida) , Size: 600X600mm (Medium Duty) , Excavating Holes More Than 0.10 Cum & Upto 0.50 Cum Including Getting Out The Excavated Soil, Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering Etc. Disposing Of Surplus Excavated Soil, As Directed Within A Lead Of 50M And Lift Upto 1.5M. (Ar/Gnida) , All Kinds Of Soil. , Supplying & Fixing Rcc Direction Board Of Size 2000Mm X 510Mm X 80Mm Make In Concrete 1:1½:3 Including Reinforcement, Shuttering Etc. All Complete As Per Direction Of Engineer-In-Charge(A.R./Gnida) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level: (Cast-In-Situ) , 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40Mm Nominal Size). (Dsr-13/4.1.6/P-85) , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Requiredcolour To Give An Even Shade: One Or More Coats On Old Work. (Dsr-13/14.54.1/Ar/Gnida) , Lettering With Black Japan Paint Of Approved Brand And Manufacture. (Dsr-13/13.71/P-228) , Brick Work With Bricks Of Class Designation 150 In Foundation And Plinth In: , Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) (Dsr-13/6.1.2/P-111) , 12Mm Cement Plaster Of Mix: 1:6 (1 Cement : 6 Coarse Sand) (Dsr-13/13.4.2/P-222) , Laying At Or Near Ground Level Old Kerb Stones Of All Types In Position To Therequired 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 Be More Than 5Mm), Including Making Drainage Opening Wherever Required Etc. Complete As Per Direction Of Engineer-In-Charge. (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Old Kerb Stones Shall Be Supplied By The Department Free Of Cost). (Dsr-13/16.85/P-277) , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement 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 C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). (Dsr-13/16.69/P-274) , White Washing With Lime To Give An Even Shade: Old Work (One Or More Coats) (Dsr-13/14.42.2/Ar/Gnida) , 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 (Dsr-13/10.25.2/P-180) , Providing And Fixing Hand Rail By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railingand Similar Works, Including Applying A Priming Coat Of Approved Steel Primer. , G.I. Pipe (Dsr-13/10.26.3/P-180) , Fencing With R.C.C. Post Placed At Required Distance, Embedded In Cement Concrete Blocks, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post One Side Only, Provided With Horizontal Lines And Two Diagonals Of Barbed Wire Weighing 9.38 Kg. Per 100 Metres (Minimum), Between The Two Posts Fitted And Fixed With G.I. Staples On Wooden Plugs Or G.I. Binding Wire Tied To 6Mm Bar Nibs Fixed While Casting The Post (Cost Of R.C.C. Posts, Struts, Earth Work And Concrete To Be Paid For Separately): Payment To Be Made Per Metre Cost Of Total Length Of Barbed Wire Used. , With G.I. Barbed Wire. (Dsr-13/16.17.1/P-263-264) , Painting With Aluminium Paint Of Approved Brand And Manufacture To Give An Even Shade: One Or More Coats On Old Work. (Dsr-13/14.55.1/P-242) , Earth Work In Excavation In Ordinary Soil In All Type Of Foundation Trenches Including Dressing Of The Side And Ramming Of Bottom. Lifts Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. All Kinds Of Soil. (Morth/A.R./Gnida) , Depth From 0.0 To 1.5 M Below G.L. , 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 Upto 50M And Lift Upto 1.5M.(Ar/Gnida) , Supply Of Isi Marked Rcc S&S Np-3 Pipes Of Following Size Including Carting, Loading, Unloading At Godown Including All Taxes And Levies & Rubber Rings. (Ar/Gnida) , 450 Mm Dia Np-3 Pipe , 600 Mm Dia Np-3 Pipe , 900 Mm Dia Np-3 Pipe , Laying Of Np-3 Rcc S&S Pipes Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Coarse Sand) Including Testing Of Joints Etc. Complete. (Ar/Gnida) , 450 Mm Dia Np-3 Pipe , 600 Mm Dia Np-3 Pipe , 900 Mm Dia Np-3 Pipe , Providing And Laying In Position Cement Concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size) In Concrete Cradle Under Np-3 Pipe Of Following Diameter Including Centringshuttering But Excluding Excavation. (Ar/Gnida) , 450Mm Dia Np-3 Concrete Cradle , 600Mm Dia Np-3 Concrete Cradle , 900Mm Dia Np-3 Concrete Cradle , Constructing Masonry Chamber 60X60x75 Cm. Inside, In Bricks Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.I. Surface Box 100Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep (Inside) With Chained Lid And Rcc Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), I/C Necessary Excavation,Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design: , With Bricks Of Class Designation-150 (Dsr-13/18.33.1/P-324) , Constructing Masonry Chamber 90X90x100 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.I. Surface Box 100Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep (Inside)And Rcc Top Slab 1:2:4Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design: , With Bricks Of Class Designation-150 (Dsr-13/18.34.1/(Ar/Gnida) , Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into & Making Good The Walls, Floors With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Cement Plastered On Both Sides With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement & Making Necessary Channels For Thedrain Etc. Complete: , For Pipes 250 To 300 Mm Dia (Dsr-13/19.21.2/P-354-355) , For Pipes 350 To 450 Mm Dia (Dsr-13/19.21.3/P-354-355) , Supply Of Water Tanker (5000 Litre Capacity) With Driver And Including Pol (Ar/Gnida) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level: (Cast-In-Situ) , 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size). (Dsr-13/4.1.3/P-85) , Providing And Applying 2.5Mm Thick Road Marking Strips (Retro-Reflective) Of Specified Shade/Colour Using Hot Thermoplastic Material By Fully/Semi Automatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Material, Labour T&P, Cleaning The Road Surface Of All Dirt, Seals, Oil, Grease And Foreign Material Etc. Complete As Per Direction Of Engineer-In-Charge And Accordance With Applicable Specifications. (Dsr-13/16.62/P-273) , Preparation Of Lawn For Grassing By Excavating To A Depth Of 30Cm Removing All Foreign Bodies Over 50Mm Dia, Refilling With The Mix Of Earth And Manure In Ratio 3:1 Grade Lawn Areas To Finish Levels As Indicated On Grading Plants. All Lawn Areas Shall Slope To Drain Where No Grades Between Continual Grade Between Exiting Or Fixed Controls (Such As Walk Curbs Catch Basins Elevation At Steps On Building And Level Shown On Plants Roll Scarify Rank And Level As Necessary To Obtain True Even Lawn Surfaces. All Finish Grades Shall Meet Approval Of The Project Engineer Before Grassing Is Done. Grassing With Seeding Off Selection No. 1 Grassing Including Watering Till The Grass Is Fit For Moving Including Mowing Its Complete. (Ar/Gnida) , With Selection No. 1 Grass , Maintenance Oftrees,Shrubs, Creepers, Water Lilly,Hedge Plants Seasonal Flower And Lawn Area Including Weeding Hoeing And Cutting Of Grass Complete Item And As Per Direction Of Engineer-In-Charge. , Watering Of Developed Lawn/Ground Cover Area Including Arrangement Of Water System And Proper Completion Of The Work , Supplying And Stacking Of Well Decayed Cow Dung Manure At Site Including Royalty And Carriage With All Leads And Lifts (Cow Dung Manure Shall Be Measured In Stacks And Will Be Reduced By 8% For Payment.) (Cow Dung Manure Shall Be Applied Two Times In A Year) , Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: , Suspended Floors, Roofs, Landings,Balconies And Access Platform. (Dsr-13/5.9.3/P-97) , Add Labour Cess @ 1% On All Above Items
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