Bids Are invited for Operation And Maintenance Of Other Machines And Plants - Completion Of Balance Civil And Architectural Works Of Lime And Dolomite Calcination Plant At Nmdc Steel Limited - Surface Dressing Of The Ground Including Removing Vegetat

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Bids Are invited for Operation And Maintenance Of Other Machines And Plants - Completion Of Balance Civil And Architectural Works Of Lime And Dolomite Calcination Plant At Nmdc Steel Limited - Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M - All Kinds Of Soil , Earthwork In Excavation Of Foundations For Buildings, Equipments, Structures, Channels, Tunnels, Trenches, Drains, Pits, Wells, Manholes, Chambers, Pavements, Basements, Tanks, Culverts, Silo, Bunker, Hopper Etc. In All Kinds Of Soil/Industrial Slag (Excluding Rock Requiring Mechanical Excavation) , In Both Wet And Dry Conditions, Dewatering Of Surface And Subsurface Water, Shoring, Planking And Strutting (If Required), Disposal/Stacking Of Excavated Soil Etc. Within A Lead Of 50 M And As Per Specifications & Direction Of The Engineer. (The Measurement For Payment Shall Be For The Theoretical Excavation Volume Only As Per Drawing I.E. For The Volume Of The Block Of The Excavation Having The Depth And Maximum Bottom Dimensions Of The Foundation/Structures As Per Drawing After Deducting Corresponding Quantity Of Hard Rock If Any Paid Separately Under Respective Items. The Bidder Shall Take Into Account In His Rate The Provision For Any Excess Excavation For Necessary Working Space, Steps, Sloping Etc Required For Excavation Safety And Other Allied Works). , 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 As Per Direction Of Mecon/Nsl , Transportation, Carriage And Disposal Of Excavated Earth, Soft/ Decomposed Rock, De­Bris, Rubbish And Unservice­Able Waste Etc. Including Loading, Unloading, Stacking, Leveling By Mechanical Means, Dressing Etc. With All Bye Works Complete As Per Specification And Instruction Of The Engineer.(Disposal Location Shall Be Indicated By The Mecon/Nsl). , Supplying And Laying Plain Cement Concrete Of Grade With Stone Aggregate Of 40Mm And Down Size (Including Form Work If Required),In All Levelling Courses, Mudmat In Foundations, Footings, Pipelines, Pits, Sumps, Manholes, Basements, Tunnels, Floors,Platforms, Steps, Walls, Drains, Culverts, Chambers, Channels, Retaining Walls, Kerbs Etc At All Heights & Depths With All Bye-Works Complete As Per Drawing,Specification And Instruction Of The Engineer. , 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,Screed Concrete Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing: , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , Providing And Laying In Position Machine Batched Andmachine Mixed Design Mix M-25 Grade Cementconcrete For Reinforced Cement Concrete Work At Allheights, Using Cement Content As Per Approveddesign Mix, Including Pumping Of Concrete To Site Oflaying But Excluding The Cost Of Centering, Shuttering,Finishing And Reinforcement, Including Admixturesin Recommended Proportions As Per Is: 9103 Toaccelerate, Retard Setting Of Concrete, Improveworkability Without Impairing Strength Anddurability As Per Direction Of Engineer-In-Charge. , Manufacturing, Supplying And Erecting Pre-Cast Rcc Members/ Structures Of Grade M-30 Of Different Types Including In-Situ Concreting/ Grouting/ Fixing In Position By Welding Or Other Means To Lines And Levels And Accuracys Complete As Shown In The Drawings And As Directed By The Engineer, At All Depths And Heights Using Stone Aggregate Of 20 Mm And Downgraded Including Smooth Finishing Requiring No Further Rendering, And Including Cost Of Shuttering But Excluding Cost Of Inserts And Reinforcements , Supplying, Fabricating And Fixing In Position Fe-500 Grade Tmt Bars At All Levels And Positions Including The Cost Of Transportation, Straightening, Cutting, Bending, Cranking, Binding, Welding Etc. As Per Drawings And Specifications, Including Cost Of Binding Wire Labour Etc., All Complete, For Reinforced Concrete, Reinforced Brick Work And Any Other Work As Specified. (Payment Will Be Made On The Basis Of Standard Weight Per Meter Length Of The Bar). , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : , Pressure Grouting Of Water Retaining Structures As Required By 12 Fixing Of Nozzles At Proper Position After Completion Of Grouting The Nozzles To Be Cut & Sealed Properly. Injection Of Liquid With Pressure Grouting Machine To Be Done Till Water Seepage / Leakage Close Completely Upto Satisfaction Of Engineer With Tools, Tackles, Scaffolding, Chemicals& All Consumables. Work As Per Manufacturing Specifications , Supplying And Grouting Foundation Pockets Under Base Plates Etc. With Ready Mixed Non-Shrink Grout Equivalent To M30 Grade (Shrinkkomp, Conbextra Equivalent Of Approved Manufacturer) Below Rails Of Portal Crane And Other Locations As Indicated Including Shuttering(Wherever Necessary) With All Bye Works Complete As Per Drawings, Manufacturers Specification And As Directed By The Engineer , Cutting Holes Up To 30X30 Cm In Walls Including Makinggood The Same: , Cutting Holes Up To 15X15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Ete. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Finishing Complete So As To Make It Leak Proof. , Providing And Fixing Expansion Hold Fasteners On C.C./R.C.C./Brick Masonry Surface Backing Including Drillingnecessary Holes And The Cost Of Bolt Etc Complete , Brickworks With Cc Block Masonry Confirming To Is 2185 Below And Above Plinth Level Upto Floor V Level Or As Per Direction Of Engineer - In- Charge Including With Minimum Compressive Strength Of 50 Kg/Sq.Cm With Including All Scaffolding, Materials Along With Curing Etc. , Providing Flyash Cement Brickwork In Cement Mortar Of Following Proportions In Substructure In All Type Of Foundations, Walls, Pillars, Abutments, Ducts, Drains, Platforms, Steps, Culverts, Chambers, Manholes, Plinth Etc. And At Any Other Location, Of Circular, Curved Or Any Shape Including Mouldings And Cutworks At All Leads And Depths, Curing, Scaffoldings Complete With All Bye Works As Per Drawing, Specification And Instructions Of The Engineer, With Bricks Of Approved Quality. , Providing Flyash Cement Brickwork In Cement Mortar Of Following Proportions In Superstructure In All Types Of Walls, Pillars, Facing, Coping, Bands, Projections, Parapets, Ornamental Cornices, String Course And Reinforced Brickworks (Excluding The Cost Of Reinforcement Which Shall Be Paid Separately Under Reinforcement Items) And At Any Other Location, Of Circular, Curved Or Any Shape Including Moulding And Cutworks At All Leads And Heights, Curing , Scaffolding Complete With All Bye-Works As Per Drawing, Specification And Instructions Of The Engineer, With Bricks Of Approved Quality.Class Designation 7.5 , Bitumen Paint To Under Ground Rcc Surfaces , Providing And Laying Water Proofing Treatment On Roofs Of Slab By Applying Cement Slurry Mixed With Waterproofing Cement Compound Consisting Of Applying :A)After Surface Preparation, First Layer Of Slurry Cement @0.448 Kg/Sqm Mixed With Waterproofing Cement Compound @0.253Kg/Sqm.B)Laying Second Layer Of Fibre Glass Cloth When The First Layer Is Still Green. Overlaps Of Joints Of Fibre Cloth Should Not Be Less Than 10 Cm.C)Third Layer Of 1.5 Mm Thickness Consisting Of Slurry Of Cement @ 1.289 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.670 Kg/Sqm And Coarse Sand @ 1.289 Kg/Sqm. This Will Be Allowed To Air Cure For 4 Hours Followed By Water Curing For 48 Hours.The Entire Treatment Will Be Taken Upto 30 Cm On Parapet Wall And Tucked Into Groove In Parapet All Around.D)Fourth And Final Layer Of Protective Screed Concrete Of 40 Mm Thickness With Chicken Wire Mesh (Which Will Be Paid For Separately). For The Purpose Of Measurement Entire Treated Surface Will Be Measured. , Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. , Cement Concrete Flooring 1:2:4 (1Cement: 2 Coarse Sand :4Graded Stone Aggregate) Finished With A Floating Coat Including Cement Slurry But Excluding The Cost Of Nosing Of Steps Etc. Complete , Cement Plaster Skirting Upto 30Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand)Finished With A Floating Coat Of Neat Cement. , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement :3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Ceramic Glazed Floor Tiles 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. , 52 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping, Under Layer 40 Mm Thick Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) And Top Layer 12 Mm Thick Cement Hardener Consisting Of Mix 1:2 (1 Cement Hardener Mix : 2 Graded Stone Aggregate 6 Mm Nominal Size) By Volume, Hardening Compound Mixed @ 2 Litre Per 50Kg Of Cement Or As Per Manufacturers Specifications. This Includes Cost Of Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) : , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% & Conforming To Is : 15622 Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1Cement :4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Grouting The Joints With White Cement & Matching Pigments Etc., Complete. , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% & Conforming To Is : 15622 Of Approved Make, In All Colours And Shades, In Skirting, Risers Of Steps, Over 12Mm Thick Bed Of Cement Mortar 1:3 (1Cement :3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Grouting The Joints With White Cement & Matching Pigments Etc., Complete. , Providing And Laying Polished Granite Stone Flooring In Required Design In Patterns, In Linear As Well As Curvilinear Portions Of The Building, All Complete As Per The Architectural Drawings, With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Joinet With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade, Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge , Providing And Fixing 10Mm Thick Acid And/Or Alkali Resistant Tiles Of Approved Make And Colour Using Acid And/Or Alkali Resisting Mortar Bedding And Joints Filled With Acid And/Or Alkali Resisting Cement As Per Is : 4457 Complete As Per The Direction Of Engineer-In- Charge. , 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. , 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 C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). , 12 Mm Cement Plaster Of Mix: , 20 Mm Cement Plaster Of Mix: , 6 Mm Cement Plaster Of Mix: , Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade : , Wall Painting With Premium Acrylic Emulsion Paint Of Interior Grade, Having Voc (Volatile Organic Compound ) Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour. , Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc (Volatile Organic Compound ) Content. , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Painting With Acid Proof Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade: , Finishing Wall With Water Proofing Cement Paint Of Required Shade , Painting With Synthetic Enamel Paint Of Approvedbrand And Manufacture Of Required Colour To Give Aneven Shade : , Providing And Fixing Is: 12817 Marked Stainless Steel Butt Hinges With Stainless Steel Screws Etc. Complete: , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac10 As Per Is:1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac10 As Per Is:1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. , Providing And Fixing Chromium Plated Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete , Providing And Fixing Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Is : 3564, Embossed On The Body, Door Weight Upto 36 Kg To 80 Kg And Door Width From 701 Mm To 1000 Mm) With Double Speed Adjustment With Necessary Accessories And Screws Etc. Complete , Providing And Fixing Carbon Steel Galvanized (Minimum Coating 5 Micron) Dash Fastener Of 10 Mm Dia Double Threaded 6.8 Grade (Yield Strength 480 N/Sq.Mm), Counter Sunk Head, Comprising Of 10 Mm Dia Polyamide Pa 6 Grade Sleeve, Including Drilling Of Holes In Frame, Concrete/Masonary, Etc. As Per Direction Of Engineer-In-Charge. , Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-In-Charge (Door Handle, Lock And Stopper Etc.To Be Paid Separately). , Filling The Gap In Between Door/ Window/ Ventilator Frame & Adjacent Rcc/ Brick/ Stone Work By Providing Weather Silicon Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete. , Providing And Fixing Glazing In Door, Window, Ventilator Shutters And Partitions Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge , Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C. P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : , Providing And Fixing Factory Made P.V.C. Door Frame Of Size 50X47 Mm With A Wall Thickness Of 5 Mm, Made Out Of Extruded 5Mm Rigid Pvc Foam Sheet, Mitred At Corners And Joined With 2 Nos Of 150 Mm Long Brackets Of 15X15 Mm M.S. Square Tube, The Vertical Door Frame Profiles To Be Reinforced With 19X19 Mm M.S. Square Tube Of 19 Gauge, Epdm Rubber Gasket Weather Seal To Be Provided Through Out The Frame. The Door Frame To Be Fixed To The Wall Using M.S. Screws Of 65/100 Mm Size, Complete As Per Manufacturers Specification And Direction Of Engineer In- Charge. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styles And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree Angle On Both Side Forming Styles And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail. Top, Bottom And Lock Rails Shall Be Provided Both Side Of The Panel. 10 Mm (5Mm X 2 ) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail, Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/ Sealed To The Styles & Rails With 7 Mm (5 Mm+2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thickpvc Strip Of 20 Mm Width Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing. , Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : , Dash Hold Fastener 12.5 Mm Dia, 50 Mm Long With 6 Mm Dia Bolt , Providing And Fixing False Ceiling At All Heights Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S. Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Inclusive) As Per Is: 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37 Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50 Mm Long With 6 Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10x0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre, To Which The Ceiling Section 0.5 Mm Thick Bottom Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25 Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound, Jointing Tapes, Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With: , Supplying, Fitting And Fixing In Position Upvc Swr (Type-A) Pipes Conforming Is 13592 To Dispose Off Rain Water At All Height And Depths Above And Below Finished Ground Level With Joints By Sealing Rings Or Solvent Cement As Per Manufacturers Specification Including All Swr Fittings Such As Coupler,Sockets,Elbow, Bend,Short Pieces Etc & Inlet Mouth And Testing Of The Pipeline As Per Drawing,Specification And Direction Of The Engineer, All Materials, Tools And Labours Complete , Uprooting Rank Vegetation And Weeds By Digging The Area To A Depth Of 60Cm, Removing All Weeds And Other Growth With Roots By Forking Repeatedly, Breaking Clods, Rough Dressing, Flooding With Water, Uprooting Fresh Growths After 10 To 15 Days And Then Fine Dressing For Planting New Grass, Including Disposal Of All Rubbish With All Leads And Lifts. , Uprooting Weeds From The Trenched Area After 10 To 15 Days Of Its Flooding With Water Including Disposal Of Uprooted Vegetation. , Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment). , Fine Dressing Of The Ground , Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). , Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge. , Providing & Laying Selection No. 1 Grass Turf With Earth 50Mm To 60Mm Thickness On Existing Ground Prepared With Proper Level And Ramming With Required Tools Wooden And Than Rolling The Surface With Light Roller Make The Surface Smoothen And Light Watering The Same, As Per Direction Of Officer In Charge , Preparation Of Beds For Hedging And Shrubbery By Excavating 60Cm Deep And Trenching The Excavated Base To A Further Depth Of 30Cm, Refilling The Excavated Earth After Breaking Clods And Mixing With Sludge Or Manure In The Ratio Of 8:1 (8 Parts Of Stacked Volume Of Earth After Reduction By 20% : One Part Of Stacked Volume Of Sludge Or Manure After Reduction By 8%), Flooding With Water, Filling With Earth If Necessary, Watering And Finally Fine Dressing, Leveling Etc. Including Stacking And Disposal Of Materials Declared Unserviceable And Surplus Earth By Spreading And Leveling As Directed, Within A Lead Of 50 M, Lift Up To 1.5 M Complete (Cost Of Sludge, Manure Or Extra Earth To Be Paid For Separately). , Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In The Ratio Of 2:1 By Volume (2 Parts Of Stacked Volume Of Earth After Reduction By 20% : 1 Part Of Stacked Volume Of Manure After Reduction By 8%) Flooding With Water, Dressing Including Removal Of Rubbish And Surplus Earth, If Any, With All Leads And Lifts (Cost Of Manure, Sludge Or Extra Good Earth If Needed To Be Paid For Separately) : , Edging With Bricks Laid Dry Length Wise, Including Required Excavation, Refilling, Consolidating With Hand Packing And Spreading Surplus Earth Neatly Within A Lead Of 50 M : , Filling Mixture Of Earth And Sludge Or Manure In The Desired Proportion In Trenches, Flooding With Water And Leveling (Cost Of Supplying Earth And Sludge Or Manure And Mixing Excluded). , Flooding The Ground With Water Including Making Kiaries And Dismantling The Same. , Plantation Of Trees, Shrubs, And Hedge At Site I/C Watering And Removal Of Unserveiceable Materials As Per Direction Of Officer In Charge (Excluding Cast Of Plant & Water) , Providing And Fixing M. S. Tree Guard 50 Cm Square In Plan, Height 1.40 Metre Above Ground Level And 0.50 Metre Below Ground Level. The Vertical Members Shall Consist Of Four Nos Of Angle Iron Of Size 25X25x5 Mm 1.9 M Long, One At Each Corner And 8 Nos Flat Iron Of Size 25X5 Mm 1.4 M Long. The Vertical Members Shall Be Welded To 4 Nos 25X6 Mm M. S. Flats Placed Horizontally Around The Vertical Member Of The Cage. One Name Plate Of 1 Mm Thick M.S. Sheet Of Size 250X100 Mm Shall Be Welded To The Tree Guard Near The Middle Height And Lettered Cpwd / Pwd/ Any Other Approved Name. The Tree Guard Shall Be Fixed To The Ground By Making Suitable Holes And By Embedding Four Corners Leg In The Ground, Including Refilling The Earth , Compaction Etc. Complete. The Tree Guard Shall Be Painted With Two Coats Of Paint Of Approved Brand And Manufacture Over A Coat Of Primer, Complete In All Respect. , A. Alstonia Scholaris Of Plants Height 150-165 Cm. In Bag Of Plants Size 25 Cm , Supplying & Plantation Of Hedge (Duranta - Golden) As Directed By The Department Including Cutting And Making Suitable For Plantation And Transportation Of Hedge From Site, Watering Sufficiently To Wet The Soil Complete In All Respect As Per Direction Of The Department. , Supply & Installation Of False Ceiling And Wall Cladding With Interior Grade Aluminium Composite Panel (Acp) Of Desired And Approved Color With 3 Mm Thickness Fr Grade (Mineral Core Sandwiched Between Two Aluminium Sheets Of 0.50 Mm Thick Each And Acp Shall Be Coated With Kynar 500 Based Pvdf/ Lumiflon Based Fluoropolymer Resin Coating)On Aluminium Grid Frames Sub Strucutre Consisting Of Al Box Section Anodized At 60 Micron 2Mm Thickness & Accessories Includes Specified L & T Profiles Of Aluminium,Aluminium Alloy Fastening Brackets 6005T5, Structural Silicone & Weather Silicone Sealant Compatible With The Structural Silicone Sealant, Double Sided Spacer Tape, Setting Blocks And Backer Rod, Anchor Fastners, Nuts & Bolts, Self Tapping Screws, Load Brackets Etc With Mbe Grade And Blind Colored Non Corrosive Of Size 25 X 10 Mm Aluminium Rivets, As Per The Direction Of Engineer In-Charge. , Providing And Supplying Aluminium Extruded Tubular And Other Aluminium Sections As Per The Architectural Drawings And Approved Shop Drawings , The Aluminium Quality As Per Grade 6063 T5 Or T6 As Per Bs 1474,Including Super Durable Powder Coating Of 60-80 Microns Conforming To Aama 2604 Of Required Colour And Shade As Approved By The Engineer-In-Charge. (The Item Includes Cost Of Material Such As Cleats, Sleeves, Screws Etc. Necessary For Fabrication Of Extruded Aluminium Frame Work. Nothing Extra Shall Be Paid On This Account). , A. Providing And Fixing Stainless Steel Aisi 304 (18/8) Kitchen Sink As Per Is: 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required: , Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. , Providing And Fixing 600X120x5mm Glass Shelf With Edges Round Off, Supported On Anodised Aluminium Angle Frame With C.P. Brass Brackets And Guard Rail Complete Fixed With 40 Mm Long Screws, Rawl Plugs Etc., Complete. , Providing And Fixing Toilet Paper Holder: , Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 , A) Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required : , A) Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I.Brackets, 40Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : , A. Providing And Fixing White Glazed Vitreous China Flat Back, Front Lipped Standing Urinal Size 59 X 39 X 37.5 Cm Of Hindware (Cat. No.60002) ,/ Nearest Size Of Parryware Or Similar Approved Equivalent, With Concealed Ci Wall Hangers , 32 Mm Dia Pvc Waste Pipe & C.P Dome Shaped Perforated Waste With Union Of Superior Quality With Cp Brass Coupling Upto Floor With All Bye-Works As Per Specification And Direc­Tion Of The Engineer. , A) Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require : , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require : , A. Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Is:8931. , E) Providing And Fixing Ptmt Angle Stop Cock 15 Mm Nominal Bore, Weighing Not Less Than 85 Gms , Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 , Providing And Fixing Ptmt Liquid Soap Container 109Mm Wide, 125Mm High And 112Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. , Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fitting Arrangement Of Approved Quality And Colour.