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Construction Of Smart Park At Barbil- 1 A-Ticket Counter / Care Taker Room Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees, barbil-Odisha

municipality has published Construction Of Smart Park At Barbil- 1 A-Ticket Counter / Care Taker Room Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees. Submission Date for this Tender is 30-08-2022. Coats and Jackets Tenders in barbil Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

33543449
Construction Of Smart Park At Barbil- 1 A-Ticket Counter / Care Taker Room Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees
Open Tender
Indian
Odisha
barbil
30-08-2022

Tender Details

Construction Of Smart Park At Barbil- 1 A-Ticket Counter / Care Taker Room Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. 2 Earth Work In All Kinds Of Soil Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods To Maximum 5Cm.To 7Cm. And Laying In Layers Not Exceeding 0.3 M. In Depth Asper Direction Of The Engineer-In-Charge.Hard Soil / Gravelly Soil 3 Sand Filling Supplying & Filling Foundation Trenches , Plinth & Ditches Withclean Course River Sand Well Watered And Rammed Inlayers Not Exceeding23 C.M.Indepthwith All Lead And Lift Including Cost, Conveyance, Loading, Unloading, Stacking, Royalties And Alltaxes Of Sand, Cost & Conveyance Of Water, Cost Of All Labour, Labour Cess, T&P Required For The Work Etc. Complete In All Respect As Directed By The Engineer- In-Charge. 4 Pccprovidind And Laying Of Cement Concrete Of Grade 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size Of Approved Quality From Quarry Mixing In Concrete Mixer, Lowering And Compacting In Proper Thickness , Watering And Curing For The Required Period.Including All Cost Of Labour Material, Conveyance, Royalities And Taxes, Sundries, T&P Etc, But Excluding Cost Of Centering And Shuttering All Complete As Per The Direction Of Engineer-In-Charge. 5 Back Filling Filling Available Excavated Earth ( Excluding Rock ) In Trenches Plinth Sides Of Foundation Etc.In Layers Not Exceeding 20 Cm In Deepth , Consolidating Each Deposited Layers By Ramming And Watering , Lead Up To 50 M And Lift Up To 1.5 Mt. Etc Including Cost Of All Labour , Sundries Etc Complete In All Respect As Per The Direction Ofengineer-In-Charge. 6 R.C.C.M25 Providing, Lifting, Hoisting And Laying Reinforced Cement Concrete Of M-25 ( 1:1:2 ) Grade To Footings, Plinth Band, Beam, Column, Lintel And Slab. With 12Mm To 20Mm Size Black Hard Crusher Broken Granite Chips Of Approved Quality From Approved Quarry Including Mixing And Compacting To Proper Shape And Size, Level And Plumbs And Finishing The Exposed Surfaces Smooth, Scaffolding, Watering And Curing For The Required Period Including Cost Of All Materials With Taxes, Royalties Transportation, Loading And Unloading, All Labour, Sundries, T&Pincluding Hire & Running Charges Of Concrete Mixer And Vibrator Etc Completed As Per Direction Of The Engineer-In-Charge But Including The Material Cost For Centering And Shutteringbut Excluding Labour For Reinforcement Bars For The Work.Column Base Footing 7 Plinth Beam 8 Column - Gr. Floor 9 Lintel - Gr. Floor 10 Beam -G Floor 11 Roof Slab -G Floor 12 Reinforcement Providing, Fixing Tor Fe-500 Reinforcement Bars For Rcc Work Of Required Diameter Of Approved Quality With Straightening, Cutting, Bending, Binding Welding And Joining ( If Necessary ) And Tying The Grills And Placing In Position As Required For R.C.C. Work And Providing Fan Hooks, Hoisting, Lowering And Laying Including Cost, Conveyance And Taxes Of M.S. Rods Or Tor Steel And Binding Wires Of 18 To 20 Gauge And Labour Required For The Work For Bending, Binding And Tying The Grills In All Heights As Per The Specification & Direction Ofe-I-C. ( Linear Measurements Will Be Taken & Quantity Will Be Calculated On Standard Weight. Weight Of Binding Wire Will Not Be Considered For Measurement. ) Foundation And Plinth 13 Ground Floor 14 Fly Ash Brick Masonary ( 1:6 ) Brick Work With Fly Ash Brickshaving Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerance ±8 Percent In Cement Mortar ( 1:6 ) In Foundation And Plinth Including Watering Curing, Cost Of Carriage, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc Complete As Per The Direction Of E.I.C.Substructure 15 Ground Floor 16 16 Mm Plastering Providing 16Mm Thick Cement Plaster To The Surface Of Brick Masonary Wall With Cement Mortar ( 1:6 ) Including Racking Out Joints, Scraping And Cleaning The Surface And Finishing The Plaster Surface Smooth Using Wooden Floats Only To Proper Plumbs And Level And Making Grooves And Beads To Give Required Ornamental Finish As Per Drawings Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. Ground Floor 17 12 Mm Plastering Providing 12Mm Thick Cement Plaster To The Surface Of Brick Masonary Wall With Cement Mortar ( 1:6 ) Including Racking Out Joints, Scraping And Cleaning The Surface And Finishing The Plaster Surface Smooth Using Wooden Floats Only To Proper Plumbs And Level And Making Grooves And Beads To Give Required Ornamental Finish As Per Drawings Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. Ground Floor 18 6 Mm Plastering Providing 6Mm Thick Cement Plaster With Cement Mortar Of ( 1:3 ) To Ceilings Of Roof Slabs, Stairs, Landings, Chajja, Shelves, Columns, Beams And Lofts Etc. Including Roughening, Scraping And Cleaning And Finishing The Plastered Surface Smooth Using Wooden Floats Only To Proper Plumbs And Level, Making Grooves And Beads To Give Required Ornamental Finish As Per Drawing Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. Ground Floor 19 Grading Plaster 2.5Cm Thick Grading Concrete ( 1:2:2 ) On Roof Slab With 6Mm Size Hard Crusher Broken Granite Chipsincluding Watering Curing Cost Of All Materials, Add Water-Proofing Compoundsfor The Works Etc Complete.As Per The Specification & Direction Of Engineer- In- Charge 20 Kota Flooring Fixing Kota Stone ( Over 0.10 Sqms ) In Floors Treads Or Steps And Landing On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1Cement : 4 Sand ) Jointed With Neat Cement Slury Mixed With Pigment To Match The Shades Of The Tiles Including Rubbing And Polishing Complete Including Cost Of Kota Stone. Ground Floor 21 Kotafor Skirting Fixing Kota Stone ( Above 0.10 Sqms ) In Dados Skirting And Risers Of Steps On 12Mm Thick Cement Plaster ( 1:3 ) Jointed With Neat Cement Slurry Mixed With Pigments To Match The Shade Of The Tiles Including Rubbing And Polishing Complete Including All Costs Complete. Ground Floor 22 Antiskid Ceramic Tile Flooring Providing And Laying Best Quality Anti Skid Ceramic Floor Tile Of Size 300Mm X 300Mm X 8Mm Of Approved Make Confirming To Is-15622 Specifications In Floor Over 20Mm Thick Cement Moratar ( 1:4 ) To Proper Slope, Line And Level Including Cutting To Required Size And Shape, Fixing At Corners And Splays Etc.Including Finishing The Joints With Epoxy Based Water Proofing Grout To Match The Color And Shade Of Tiles Complete As Per The Design & Drawing With Cost Of All Materials, Labour, Conveyance, Taxes, T&P Etc. All Complete As Per The Direction Of Engineer- In- Charge. Ground Floor 23 Glazed Dado 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, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer- In- Charge, In Skirting, Risers Of Steps And Dados, Over 12Mm 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. Ground Floor 24 Providing 20 Mm Thick Cement Plaster At Slope Roofslab With Cement Mortar ( 1:4 ) Includingd Making Grooves And Beads To Give Requiredfinish As Per Drawings Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. 25 Pvc Doors For Toiletssupplying Fitting Fixing Of P.V.C. Door Of Approved Quality Including Cost Of All Materials Labour T&P Etc Complete. G Floor 26 Providing & Fixing Pvc Frame With Pvc Shutter In Toilets Etc. Comp 27 Door Frame Supplying Fitting And Fixing Ofdoor Frame Made Out Of Seasoned Salwood Including Cost Of All Materials, And Cost Of All Labour, All Taxes Andt&P Etc. Complete. 28 Panelleddoor 32 Mm. Piasal Woodpannelled Shutters Moulded Panels With All Labour, Iron Fittings And Wooden Hinged Ceats Etc., Fitted And Fixed Complete In All Respect But Excluding Cost Of Iron Fittings. Ground Floor 29 Aluminiumwindows Supplying Fitting And Fixing Of Aluminium Sliding Window Including Cost Of All Materials, Cost Of All Fittings With Glass And Cost Of All Labour, All Taxes Andt&P Etc. Complete. Ground Floor 30 Ventilators Glazed Ventilator Of Size 600Mm X 600Mm With Teak Wood Frame Of Size 75Mm X 37.5Mm In Cross-Section Grounmd Floor 31 M.S Grill Providing, Fitting & Fixing M.S Grill Fabricated From 12Mm And 16Mm Square Bars As Per Approved Drawing And Design Including Cost, Conveyance & Taxes Of All Materials, Fabrication Charges, Fixing In Position To Rcc Columns / Walls In Cement Concrete ( 1:2:4 ) And Making Good To The Damages Complete As Per Direction Of The Engineer- In- Charge. The Rates Shall Be Inclusive Of All Cost Of Materials, Labour, T&P Shuttering Etc Complete. Ground Floor 32 S.S. Railing Supplying, Fitting Of Stainless Steel Of 304 Grade In Hand Railing Using 50 Mm Dia Of 2 Mm Thick Circular Pipe With Balustrade Of Size 32 Mmx32 Mmx2 Mm @0.90 Mtr C / C And Stainless Square Pipe Bracing Of Size 32Mm X 32Mmx 2 Mm In 3 Rows In Stair Case As Per Approved Design Etc Complete. Ground Floor 33 Synthetic Enamel Paint Painting Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade With Two Or More Coats On New Work Over A Coat Of Suitable Shade With Primer Of Approved Brand As Per ManufactureS Specification Including Cost Of All Materials With Taxes And Transportation , All Labour, Scaffolding, Sundries, T&P Etc. All Complete As Per The Direction Of The Engineer- In- Charge. Ground Floor 34 Putty Finishing Wall Surface With Acrylic Wall Putty ( Water Based ) Of Approved Make And Finished Smooth & Even Surface To Receive Painting Including Cost Of Scaffolding Etc. With Cost Of All Materials, Labour T&P Etc. Complete.Ground Floor 35 Weather Coat Painting Two Coats Withweather Coatpaints Of Approved Shade To The Outside Wallsover A Coat Ofprimer By Means Of Rollers To Outside Surface Of Newwalls Including All Cost Of Materials, Scaffolding, Labour, Watering & Curingt&P Etc Complete As Per Direction Ofe-I-C. Ground Floor 36 Plastic Paint Wall Painting 2 Coats With Plastic Emulsion Paint Of Approved Shade On New Workto Give An Even Shade Including Cost Of Paint. Ground Floor 37 Gate Complex Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Girth Up To 300 Mm, Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. 38 Earthwork Excavation For Foundation Earth Work In Excavation In All Kinds Of Soil By Mechanical Means ( Hydraullic Excavator ) / Manual Means Overareas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10Sqm On Plan ) Inculding Disposal Of Excavated Earth Up To 50 M And Lift Upto 1.5M With All Lead And Lift Including Shoring, Shuttering & Dewatering ( If Required ) With Cost Of All Labour, Labourcess , Hire & Running Charges Of The Water Pumps, T & P Required For The Work Complete Asdirected By The Engineer- In- Charge. Hard Soil Or Gravelly Soil 39 Sand Filling Supplying & Filling Foundation Trenches , Plinth & Ditches Withclean Course River Sand Well Watered And Rammed Inlayers Not Exceeding23 C.M.Indepthwith All Lead And Lift Including Cost, Conveyance, Loading, Unloading, Stacking, Royalties And Alltaxes Of Sand, Cost & Conveyance Of Water, Cost Of All Labour, Labour Cess, T&P Required For The Work Etc. Complete In All Respect As Directed By The Engineer- In-Charge. 40 P.C.C ( 1:4:8 ) Providind And Laying Of Cement Concrete Of Grade 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size Of Approved Quality From Quarry Mixing In Concrete Mixer, Lowering And Compacting In Proper Thickness , Watering And Curing For The Required Period.Including All Cost Of Labour Material, Conveyance, Royalities And Taxes, Sundries, T&P Etc, But Excluding Cost Of Centering And Shuttering All Complete As Per The Direction Of Engineer-In-Charge. 41 Back Filling Filling Available Excavated Earth ( Excluding Rock ) In Trenches Plinth Sides Of Foundation Etc.In Layers Not Exceeding 20 Cm In Deepth , Consolidating Each Deposited Layers By Ramming And Watering , Lead Up To 50 M And Lift Up To 1.5 Mt. Etc Including Cost Of All Labour , Sundries Etc Complete In All Respect As Per The Direction Ofengineer-In-Charge. 42 R.C.C.M25 Providing, Lifting, Hoisting And Laying Reinforced Cement Concrete Of M-25 ( 1:1:2 ) Grade To Footings, Plinth Band, Beam, Column, Lintel And Slab. With 12Mm To 20Mm Size Black Hard Crusher Broken Granite Chips Of Approved Quality From Approved Quarry Including Mixing And Compacting To Proper Shape And Size, Level And Plumbs And Finishing The Exposed Surfaces Smooth, Scaffolding, Watering And Curing For The Required Period Including Cost Of All Materials With Taxes, Royalties Transportation, Loading And Unloading, All Labour, Sundries, T&Pincluding Hire & Running Charges Of Concrete Mixer And Vibrator Etc Completed As Per Direction Of The Engineer-In-Charge But Including The Material Cost For Centering And Shutteringbut Excluding Labour For Reinforcement Bars For The Work. Column Base Footing 43 Plinth Beam 44 Column - Gr. Floor 45 Slab Over Wall 46 Reinforcement Providing, Fixing Tor Fe-500 Reinforcement Bars For Rcc Work Of Required Diameter Of Approved Quality With Straightening, Cutting, Bending, Binding Welding And Joining ( If Necessary ) And Tying The Grills And Placing In Position As Required For R.C.C. Work And Providing Fan Hooks, Hoisting, Lowering And Laying Including Cost, Conveyance And Taxes Of M.S. Rods Or Tor Steel And Binding Wires Of 18 To 20 Gauge And Labour Required For The Work For Bending, Binding And Tying The Grills In All Heights As Per The Specification & Direction Ofe-I-C. ( Linear Measurements Will Be Taken & Quantity Will Be Calculated On Standard Weight. Weight Of Binding Wire Will Not Be Considered For Measurement. ) Foundation And Plinth 47 Ground Floor 48 Fly Ash Brick Masonary ( 1:6 ) Brick Work With Fly Ash Brickshaving Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerance ±8 Percent In Cement Mortar ( 1:6 ) In Foundation And Plinth Including Watering Curing, Cost Of Carriage, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc Complete As Per The Direction Of E.I.C. Substructure 49 Super Structure 50 16 Mm Plastering Providing 16Mm Thick Cement Plaster To The Surface Of Brick Masonary Wall With Cement Mortar ( 1:6 ) Including Racking Out Joints, Scraping And Cleaning The Surface And Finishing The Plaster Surface Smooth Using Wooden Floats Only To Proper Plumbs And Level And Making Grooves And Beads To Give Required Ornamental Finish As Per Drawings Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. Ground Floor 51 M.S. Grill Providing, Fitting & Fixing Iron Work Wrought And Put Up In Grated Doors, Windows And Cage Latrinescomplete As Per Direction Of The Engineer- In- Charge. The Rates Shall Be Inclusive Of All Cost Of Materials, Labour, T&P Shuttering Etc Complete. Gril 52 Ms Gate 53 Synthetic Enamel Paint Painting Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade With Two Or More Coats On New Work Over A Coat Of Suitable Shade With Primer Of Approved Brand As Per ManufactureS Specification Including Cost Of All Materials With Taxes And Transportation , All Labour, Scaffolding, Sundries, T&P Etc. All Complete As Per The Direction Of The Engineer- In- Charge. Ground Floor 54 Weather Coat Painting Two Coats With Water Soluble Weather Coatpaints Of Approved Shade To The Outside Wallsover A Coat Ofprimer By Means Of Rollers To Outside Surface Of Newwalls Including All Cost Of Materials, Scaffolding, Labour, Watering & Curingt&P Etc Complete As Per Direction Ofe-I-C. Ground Floor 55 Granite Tile Flooring Fixing Granite Tile ( Area Upto 0.20 Sqms ) In Floors On 25Mm Thick Bed Of Cement Mortar ( 1:1 ) Jointed With Neat Cement Slury Mixed With Pigment To Match The Shades Of The Tiles Complete Including Cost Of Tile 56 Granite Tileskirting Fixing Granite Tile ( Area Upto 0.20 Sqms ) In Dados Skirting And Risers Of Steps On 12Mm Thick Cement Plaster ( 1:3 ) Jointed With Neat Cement Slurry Mixed With Pigments To Match The Shade Of The Tilescomplete Including All Costs Complete. Ground Floor 57 Boundary Wall Site Clearance Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs , Sapling And Trees Girth Up To 300 Mm, Removal Of Stumps Oftrees Cut Earlier And Disposal Of Unserviceable Material And Stacking Of Serviceable Material To Be Used Or Auctioned, Up To A Lead Of 1000 Metres Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness. 58 Earthwork Excavation For Foundation Earth Work In Excavation In All Kinds Of Soil By Mechanical Means ( Hydraullic Excavator ) / Manual Means Overareas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10Sqm On Plan ) Inculding Disposal Of Excavated Earth Up To 50 M And Lift Upto 1.5M With All Lead And Lift Including Shoring, Shuttering & Dewatering ( If Required ) With Cost Of All Labour, Labourcess , Hire & Running Charges Of The Water Pumps, T & P Required For The Work Complete Asdirected By The Engineer- In- Charge. Hard Soil / Gravelly Soil 59 Sand Filling Supplying & Filling Foundation Trenches , Plinth & Ditches Withclean Course River Sand Well Watered And Rammed Inlayers Not Exceeding23 C.M.Indepthwith All Lead And Lift Including Cost, Conveyance, Loading, Unloading, Stacking, Royalties And Alltaxes Of Sand, Cost & Conveyance Of Water, Cost Of All Labour, Labour Cess, T&P Required For The Work Etc. Complete In All Respect As Directed By The Engineer- In-Charge. 60 P.C.C ( 1:4:8 ) Providind And Laying Of Cement Concrete Of Grade 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size Of Approved Quality From Quarry Mixing In Concrete Mixer, Lowering And Compacting In Proper Thickness , Watering And Curing For The Required Period.Including All Cost Of Labour Material, Conveyance, Royalities And Taxes, Sundries, T&P Etc, But Excluding Cost Of Centering And Shuttering All Complete As Per The Direction Of Engineer-In-Charge. 61 Back Filling Filling Available Excavated Earth ( Excluding Rock ) In Trenches Plinth Sides Of Foundation Etc.In Layers Not Exceeding 20 Cm In Deepth , Consolidating Each Deposited Layers By Ramming And Watering , Lead Up To 50 M And Lift Up To 1.5 Mt. Etc Including Cost Of All Labour , Sundries Etc Complete In All Respect As Per The Direction Ofengineer-In-Charge. 62 R.C.C.M25 Providing, Lifting, Hoisting And Laying Reinforced Cement Concrete Of M-25 ( 1:1:2 ) Grade To Footings, Plinth Band, Beam, Column, Lintel And Slab. With 12Mm To 20Mm Size Black Hard Crusher Broken Granite Chips Of Approved Quality From Approved Quarry Including Mixing And Compacting To Proper Shape And Size, Level And Plumbs And Finishing The Exposed Surfaces Smooth, Scaffolding, Watering And Curing For The Required Period Including Cost Of All Materials With Taxes, Royalties Transportation, Loading And Unloading, All Labour, Sundries, T&Pincluding Hire & Running Charges Of Concrete Mixer And Vibrator Etc Completed As Per Direction Of The Engineer-In-Charge But Including The Material Cost For Centering And Shutteringbut Excluding Labour For Reinforcement Bars For The Work. Plinth Beam 63 Reinforcement Providing, Fixing Tor Fe-500 Reinforcement Bars For Rcc Work Of Required Diameter Of Approved Quality With Straightening, Cutting, Bending, Binding Welding And Joining ( If Necessary ) And Tying The Grills And Placing In Position As Required For R.C.C. Work And Providing Fan Hooks, Hoisting, Lowering And Laying Including Cost, Conveyance And Taxes Of M.S. Rods Or Tor Steel And Binding Wires Of 18 To 20 Gauge And Labour Required For The Work For Bending, Binding And Tying The Grills In All Heights As Per The Specification & Direction Ofe-I-C. ( Linear Measurements Will Be Taken & Quantity Will Be Calculated On Standard Weight. Weight Of Binding Wire Will Not Be Considered For Measurement. ) Foundation And Plinth 64 Fly Ash Brick Masonary ( 1:6 ) Brick Work With Fly Ash Brickshaving Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerance ±8 Percent In Cement Mortar ( 1:6 ) In Foundation And Plinth Including Watering Curing, Cost Of Carriage, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc Complete As Per The Direction Of E.I.C. Substructure 65 Ground Floor 66 16 Mm Plasteringproviding 16Mm Thick Cement Plaster To The Surface Of Brick Masonary Wall With Cement Mortar ( 1:6 ) Including Racking Out Joints, Scraping And Cleaning The Surface And Finishing The Plaster Surface Smooth Using Wooden Floats Only To Proper Plumbs And Level And Making Grooves And Beads To Give Required Ornamental Finish As Per Drawings Including Cost Of All Materials, Conveyance, Loading And Unloading, All Taxes And Royalities, All Labour, Scaffolding, Watering And Curing, Sundries And T&P Etc All Complete As Per Direction Of The Engineer- In- Charge. Ground Floor 67 Weather Coat Painting Two Coats With Water Soluble Weather Coatpaints Of Approved Shade To The Outside Wallsover A Coat Ofprimer By Means Of Rollers To Outside Surface Of Newwalls Including All Cost Of Materials, Scaffolding, Labour, Watering & Curingt&P Etc Complete As Per Direction Ofe-I-C. Ground Floor 68 Children Play And Gym Equipment Roller Slidearea: 4’ X 16’Safe Area: 7’ X 20’Height: 7’Age Group: 3-14 Yearsslide: Frp Rollerpipe: Deck Pipe: 65 Mm Id B-Class Gi Pipegrill: 20 Mm Id B-Class Gi Pipeladder: 25 Mm Id B-Class Gi Pipe, Step:16-Gauge Ms Sheet, Handle: 20 Mm Idb-Class Gi Pipe 69 Wave Slide ( 7Ht. ) Area: 4 X 16’’Safe Area: 7’ X 20’Height: 7’Age Group: 3-14 Yearsslide: Frppipe: Deck Pipe: 65 Mm Id B-Class Gipipegrill: 20 Mm Id B-Class Gi Pipeladder: 25 Mm Id B-Class Gi Pipe, Step:16-Gauge Ms Sheet, Handle: 20 Mmid B-Class Gi Pipe 70 Double Postswingarea: 4’ X 10’Safe Area: 10’ X 14’Height: 7’Age Group: 3-14 Yearsseat: 02 No Rubber Seatmain Pipe:65 Mm Id B-Class G I Pipe, Top Pipe: 65 Mm Id B-Class G I Pipe, Chain: 8Mm Ss Chain Rubber Coated 71 Mgr Platformarea: 5’ Diasafe Area: 10’ X 10’Height: 2’Age Group: 3-12 Yearsseat: Frppipe:32 Mm & 40 Mm Ms Sq.Pipehandle: 20 Mm Id B-Class Gi Pipe 72 Four Seater Mgr ( 4 Duck ) Area: 5’ Diasafe Area: 10’ X 10’Height: 2’Age Group: 3-12 Yearsseat: 04 No Frppipe: 40 Mm Id B-Class Gi Pipe, Handle: 20 Mm Id B-Class Gi Pipe 73 Standard Seasawarea: 6’ X 8’Safe Area: 8’ X 10’Height: 24”Age Group: 2-10 Yearsseat: 04 No Frp Seatpipe: Main Pipe: 6’ Length Of 50 Mm Id, G.I. Pipeseating Pipe: 8’ Length Of 50 Mm Id, G.I. Pipe 74 Circular Swing Area: 4’ X 10’ Safe Area: 10’ X 14’ Height: 7’ Age Group: 3-14 Years Seat: 02 No Frp Pipe: Ring Dia: 4’, Height: 6’, Main Pipe: 40 Mm Top Bar: 50 Mm, Ring:25 Mm Id B-Class G I Pipe Support Pipe: ½” & ¾” Id B-Class G.I. Pipe 75 Frp Dust Bin ( Frog, Penguin, Rabbit ) Capacity: 120 Ltr, 80Ltr, 100Ltrsize:4’ Height & 75 Mm Diamaterial: Frp 76 Deluxe Benchfrp ( Vip Park Chair ) Size: 4’ Lengthseating Height:18”Total Height:36”Seat: Frp Strip, Capacity-3 Adultshandel Frame: Cast Iron 77 Air Walkerdoubleunit Dimension: 45” ( H ) , 44” ( L ) , 12” ( W ) Safe Area: 7’ X 7’Pipe Size: 100 Mm Id B-Class Gi Pipe ( Main ) , Leg: 40 Mm Id B-Class Gi Pipe ( Main ) , Handel: 25 Mm Id B-Class Gi Pipe ( Main ) , Seats: Single Step ( Plastic ) -2 Nos.Bearings: Nbc 3205- 04 Nos. Colors: Pu 78 Tripple Twisterunit Dimension: 48” ( H ) , 5’ ( W ) Safe Area: 8’ X 8’Pipe Size: 100 Mm Id B-Class Gi Mainpipe Handel: 25 Mm Id B-Class Gi Pipestep:03 No Plastic. Bearings: Nbc 3205Colors: Punut & Bolts: S.S. 79 Air Swinger ( Air Skiers ) Unit Dimension: 60” ( H ) , 36” ( L ) , 36” ( W ) Safe Area: 8’ X 8’Pipe Size: 100 Mm Id B-Class Gi Mainpipe Handel: 25 Mm & 20 Mm Id B-Classgi Pipe Seats: Double Step ( Plastic ) -2Nosbearings: Nbc 3205- 4 Nos. Colors: Punut & Bolts: S.S. ( 3 / 8 X 1½” Ln-2 , 5 / 16Screw ) 80 Out Door Openmultigym ( Pull Chair, Leg Press, Twister, Surfboard With Umbrella Top ) Unit Dimension: 84” ( H ) , 101” ( L ) , 30” ( W ) Safe Area: 7’ X 7’Pipe Size: 100 Mm Id B-Class Gi Pipe ( Main ) , Leg: 40 Mm Id B-Class Gi Pipe ( Main ) , Handel: 25 Mm & 20 Mm Idb-Class Gi Pipeseats: Single Step ( Plastic ) -2 Nos.Double Step: 01 Nobearings: Nbc 3205 & Skf-6004Colors: Punut & Bolts: S.S. ( 3 / 8 X 1½” Ln-2, 5 / 16 W ) 81 Cycleunit Dimension: 70” ( H ) , 40” ( L ) , 30” ( W ) Safe Area: 10’ X 10Pipe Size: 100 Mm, 50 Mm, 32 Mm & 25Mm Id B-Class Gi Pipeseats: Plastic Bearings: Nbc 3205Colors: Punut & Bolts: S.S. 82 Waist And Back Strecherunit Dimension: 84” ( H ) , 80” ( L ) , 30” ( W ) Safe Area: 17’ X 10’Pipe Size: 4” ( Main ) , ¾”, 1”, 1¼” ( Connecting ) Seats: Frpbearings: Nbc 6004Colors: Punut & Bolts: S.S.

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 95.82 Lakhs /-

BOQ Items

Name of Work: Construction of Smart Park at Barbil
Sl. No. Item Description
1A-TICKET COUNTER / CARE TAKER ROOM Site clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
2Earth work in all kinds of soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.hard soil /gravelly soil
3SAND FILLING Supplying & Filling foundation trenches , plinth & ditches withclean course river sand well watered and rammed inlayers not exceeding23 c.m.indepthwith all lead and lift including cost, conveyance, loading, unloading,stacking,royalties and alltaxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in-charge.
4PCCProvidind and laying of cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size of approved quality from quarry mixing in concrete mixer,lowering and compacting in proper thickness ,watering and curing for the required period.including all cost of labour material,conveyance, royalities and taxes, sundries,T&P etc,but excluding cost of centering and shuttering all complete as per the direction of Engineer-In-Charge.
5BACK FILLING Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc.in layers not exceeding 20 cm in deepth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift up to 1.5 mt. etc including cost of all labour , sundries etc complete in all respect as per the direction ofEngineer-In-Charge.
6R.C.C.M25 Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 (1:1:2) Grade to Footings, plinth band,beam,column, lintel and slab. with 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth, scaffolding, watering and curing for the required period including cost of all materials with taxes, royalties transportation, loading and unloading, all labour, sundries, T&Pincluding hire & running charges of concrete mixer and vibrator etc completed as per direction of the Engineer-in-charge but including the material cost for centering and shutteringbut excluding labour for reinforcement bars for the work.Column base footing
7Plinth beam
8Column - Gr. Floor
9Lintel - Gr. Floor
10Beam -G floor
11Roof slab -G floor
12Reinforcement Providing, fixing TOR Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction ofE-I-C. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) Foundation and plinth
13Ground Floor
14Fly Ash Brick Masonary (1:6) Brick work with Fly Ash brickshaving crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C.Substructure
15Ground Floor
1616 mm Plastering Providing 16mm thick cement plaster to the surface of brick masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge. Ground Floor
1712 mm Plastering Providing 12mm thick cement plaster to the surface of brick masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge. Ground Floor
186 mm Plastering Providing 6mm thick cement plaster with cement mortar of (1:3) to ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening, scraping and cleaning and finishing the plastered surface smooth using wooden floats only to proper plumbs and level, making grooves and beads to give required ornamental finish as per drawing including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge. Ground Floor
19Grading plaster 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard crusher broken granite chipsincluding watering curing cost of all materials,Add water-proofing compoundsfor the works etc complete.as per the specification & direction of Engineer- in- charge
20Kota Flooring Fixing Kota stone (over 0.10 Sqms) in floors treads or steps and landing on 20 mm thick bed of cement mortar 1:4 (1cement : 4 sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of kota stone. Ground floor
21Kotafor skirting Fixing Kota stone (ABOVE 0.10 Sqms) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete including all costs complete. Ground Floor
22Antiskid Ceramic Tile Flooring Providing and laying best quality Anti skid Ceramic floor tile of size 300mm x 300mm x 8mm of approved make confirming to IS-15622 specifications in floor over 20mm thick cement moratar (1:4) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc.Including finishing the joints with epoxy based water proofing grout to match the color and shade of tiles complete as per the design & drawing with cost of all materials, labour, conveyance, taxes, T&P etc. All complete as per the direction of Engineer- in- charge. Ground Floor
23Glazed Dado 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, shades except burgundy, bottle green, black of any size as approved by Engineer- in- charge, in skirting, risers of steps and dados, over 12mm 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. Ground Floor
24Providing 20 mm thick cement plaster At Slope roofslab with cement mortar (1:4) includingd making grooves and beads to give requiredfinish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge.
25PVC Doors For ToiletsSupplying fitting fixing of P.V.C. door of approved quality including cost of all materials labour T&P etc complete. G Floor
26Providing & fixing PVC frame with PVC shutter in toilets etc. comp
27DOOR FRAME Supplying fitting and fixing ofdoor frame made out of seasoned salwood including cost of all materials, and cost of all labour, all taxes andT&P etc. complete.
28PANELLEDDoor 32 mm. piasal woodpannelled shutters moulded panels with all labour, iron fittings and wooden hinged ceats etc., fitted and fixed complete in all respect but excluding cost of iron fittings. Ground Floor
29ALUMINIUMWindows Supplying fitting and fixing of Aluminium Sliding Window including cost of all materials, cost of all fittings WITH GLASS and cost of all labour, all taxes andT&P etc. complete. Ground Floor
30Ventilators Glazed Ventilator of size 600mm x 600mm with teak wood frame of size 75mm x 37.5mm in cross-section Grounmd Floor
31M.S Grill Providing, fitting & fixing M.S grill fabricated from 12mm and 16mm square bars as per approved drawing and design including cost, conveyance & taxes of all materials, fabrication charges, fixing in position to RCC columns / walls in cement concrete (1:2:4) and making good to the damages complete as per direction of the Engineer- in- charge. The rates shall be inclusive of all cost of materials, labour, T&P shuttering etc complete. Ground Floor
32S.S. RAILING Supplying, fitting of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mmx32 mmx2 mm @0.90 mtr c/c and stainless square pipe bracing of size 32mm x 32mmx 2 mm in 3 rows in stair case as per approved design etc complete. Ground Floor
33Synthetic Enamel Paint Painting synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats on new work over a coat of suitable shade with primer of approved brand as per manufacture"s specification including cost of all materials with taxes and transportation , all labour, scaffolding, sundries, T&P etc. All complete as per the direction of the Engineer- in- charge. Ground Floor
34Putty Finishing wall surface with Acrylic wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labour T&P etc. complete.Ground Floor
35Weather coat Painting two coats withweather coatpaints of approved shade to the outside wallsover a coat ofprimer by means of rollers to outside surface of newwalls including all cost of materials, scaffolding, labour, watering & curingT&P etc complete as per direction ofE-I-C. Ground Floor
36PLASTIC PAINT Wall painting 2 coats with plastic emulsion paint of approved shade on new workto give an even shade including cost of paint. Ground Floor
37GATE COMPLEX Site clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
38Earthwork Excavation for foundation Earth work in excavation in all kinds of soil by mechanical means (Hydraullic excavator) / manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labourcess ,Hire & Running charges of the water pumps, T & P required for the work complete asdirected by the Engineer- in- charge. Hard soil or gravelly soil
39Sand Filling Supplying & Filling foundation trenches , plinth & ditches withclean course river sand well watered and rammed inlayers not exceeding23 c.m.indepthwith all lead and lift including cost, conveyance, loading, unloading,stacking,royalties and alltaxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in-charge.
40P.C.C( 1:4:8) Providind and laying of cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size of approved quality from quarry mixing in concrete mixer,lowering and compacting in proper thickness ,watering and curing for the required period.including all cost of labour material,conveyance, royalities and taxes, sundries,T&P etc,but excluding cost of centering and shuttering all complete as per the direction of Engineer-In-Charge.
41BACK FILLING Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc.in layers not exceeding 20 cm in deepth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift up to 1.5 mt. etc including cost of all labour , sundries etc complete in all respect as per the direction ofEngineer-In-Charge.
42R.C.C.M25 Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 (1:1:2) Grade to Footings, plinth band,beam,column, lintel and slab. with 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth, scaffolding, watering and curing for the required period including cost of all materials with taxes, royalties transportation, loading and unloading, all labour, sundries, T&Pincluding hire & running charges of concrete mixer and vibrator etc completed as per direction of the Engineer-in-charge but including the material cost for centering and shutteringbut excluding labour for reinforcement bars for the work. Column base footing
43Plinth beam
44Column - Gr. Floor
45Slab over wall
46Reinforcement Providing, fixing TOR Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction ofE-I-C. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) Foundation and Plinth
47Ground Floor
48Fly Ash Brick Masonary (1:6) Brick work with Fly Ash brickshaving crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. Substructure
49Super structure
5016 mm Plastering Providing 16mm thick cement plaster to the surface of brick masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge. Ground floor
51M.S. Grill Providing, fitting & fixing Iron work wrought and put up in grated doors, windows and cage latrinescomplete as per direction of the Engineer- in- charge. The rates shall be inclusive of all cost of materials, labour, T&P shuttering etc complete. Gril
52MS Gate
53Synthetic Enamel Paint Painting synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats on new work over a coat of suitable shade with primer of approved brand as per manufacture"s specification including cost of all materials with taxes and transportation , all labour, scaffolding, sundries, T&P etc. All complete as per the direction of the Engineer- in- charge. Ground Floor
54Weather coat Painting two coats with Water soluble weather coatpaints of approved shade to the outside wallsover a coat ofprimer by means of rollers to outside surface of newwalls including all cost of materials, scaffolding, labour, watering & curingT&P etc complete as per direction ofE-I-C. Ground Floor
55Granite Tile Flooring Fixing Granite Tile ( area upto 0.20 Sqms) in floors on 25mm thick bed of cement mortar (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles complete including cost of tile
56Granite Tileskirting Fixing Granite Tile ( area upto 0.20 Sqms)in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tilescomplete including all costs complete. Ground floor
57BOUNDARY WALL Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs ,sapling and trees girth up to 300 mm, removal of stumps oftrees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
58Earthwork Excavation for foundation Earth work in excavation in all kinds of soil by mechanical means (Hydraullic excavator) / manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labourcess ,Hire & Running charges of the water pumps, T & P required for the work complete asdirected by the Engineer- in- charge. Hard soil/gravelly soil
59Sand Filling Supplying & Filling foundation trenches , plinth & ditches withclean course river sand well watered and rammed inlayers not exceeding23 c.m.indepthwith all lead and lift including cost, conveyance, loading, unloading,stacking,royalties and alltaxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in-charge.
60P.C.C( 1:4:8)Providind and laying of cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size of approved quality from quarry mixing in concrete mixer,lowering and compacting in proper thickness ,watering and curing for the required period.including all cost of labour material,conveyance, royalities and taxes, sundries,T&P etc,but excluding cost of centering and shuttering all complete as per the direction of Engineer-In-Charge.
61BACK FILLING Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc.in layers not exceeding 20 cm in deepth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift up to 1.5 mt. etc including cost of all labour , sundries etc complete in all respect as per the direction ofEngineer-In-Charge.
62R.C.C.M25 Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 (1:1:2) Grade to Footings, plinth band,beam,column, lintel and slab. with 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth, scaffolding, watering and curing for the required period including cost of all materials with taxes, royalties transportation, loading and unloading, all labour, sundries, T&Pincluding hire & running charges of concrete mixer and vibrator etc completed as per direction of the Engineer-in-charge but including the material cost for centering and shutteringbut excluding labour for reinforcement bars for the work. Plinth beam
63Reinforcement Providing, fixing TOR Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction ofE-I-C. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) Foundation and Plinth
64Fly Ash Brick Masonary (1:6) Brick work with Fly Ash brickshaving crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. Substructure
65Ground Floor
6616 mm PlasteringProviding 16mm thick cement plaster to the surface of brick masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalities, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer- in- charge. Ground Floor
67Weather coat Painting two coats with Water soluble weather coatpaints of approved shade to the outside wallsover a coat ofprimer by means of rollers to outside surface of newwalls including all cost of materials, scaffolding, labour, watering & curingT&P etc complete as per direction ofE-I-C. Ground Floor
68CHILDREN PLAY AND GYM EQUIPMENT ROLLER SLIDE AREA: 4’ X 16’ SAFE AREA: 7’ X 20’ HEIGHT: 7’ AGE GROUP: 3-14 YEARS SLIDE: FRP ROLLER PIPE: DECK PIPE: 65 mm ID B-class GI pipe GRILL: 20 mm ID B-class GI pipe LADDER: 25 mm ID B-class GI pipe, Step:16-gauge MS sheet, Handle: 20 mm ID B-class GI pipe
69WAVE SLIDE (7"Ht.) AREA: 4 X 16’’ SAFE AREA: 7’ X 20’ HEIGHT: 7’ AGE GROUP: 3-14 YEARS SLIDE: FRP PIPE: DECK PIPE: 65 mm ID B-class GI pipe GRILL: 20 mm ID B-class GI pipe LADDER: 25 mm ID B-class GI pipe, Step:16-gauge MS sheet, Handle: 20 mm ID B-class GI pipe
70DOUBLE POST SWING AREA: 4’ X 10’ SAFE AREA: 10’ X 14’ HEIGHT: 7’ AGE GROUP: 3-14 YEARS SEAT: 02 no Rubber seat Main Pipe:65 mm ID B-class G I pipe, Top Pipe: 65 mm ID B-class G I pipe, Chain: 8mm SS Chain rubber coated
71MGR PLATFORM AREA: 5’ DIA SAFE AREA: 10’ X 10’ HEIGHT: 2’ AGE GROUP: 3-12 YEARS SEAT: FRP PIPE:32 mm & 40 mm MS Sq.pipe Handle: 20 mm ID B-class GI pipe
72FOUR SEATER MGR (4 DUCK) AREA: 5’ DIA SAFE AREA: 10’ X 10’ HEIGHT: 2’ AGE GROUP: 3-12 YEARS SEAT: 04 no FRP PIPE: 40 mm ID B-class GI pipe, Handle: 20 mm ID B-class GI pipe
73STANDARD SEA SAW AREA: 6’ X 8’ SAFE AREA: 8’ X 10’ HEIGHT: 24” AGE GROUP: 2-10 YEARS SEAT: 04 no FRP Seat PIPE: Main Pipe: 6’ length of 50 mm ID, G.I. pipe Seating Pipe: 8’ length of 50 mm ID, G.I. pipe
74CIRCULAR SWING AREA: 4’ X 10’ SAFE AREA: 10’ X 14’ HEIGHT: 7’ AGE GROUP: 3-14 YEARS SEAT: 02 no FRP PIPE: Ring Dia: 4’, Height: 6’, Main Pipe: 40 mm Top Bar: 50 mm, Ring:25 mm ID B-class G I pipe Support Pipe: ½” & ¾” ID B-class G.I. Pipe
75FRP DUST BIN (FROG,PENGUIN,RABBIT) Capacity: 120 ltr,80ltr,100ltr Size:4’ height & 75 mm dia Material: FRP
76DELUXE BENCH FRP(VIP PARK CHAIR) Size: 4’ Length Seating Height:18” Total Height:36” Seat: FRP Strip,Capacity-3 Adults Handel Frame: Cast Iron
77AIR WALKER DOUBLE Unit Dimension: 45” (H), 44” (L), 12” (W) Safe Area: 7’ X 7’ Pipe Size: 100 mm ID B-class GI pipe (Main), Leg: 40 mm ID B-class GI pipe (Main), Handel: 25 mm ID B-class GI pipe (Main), Seats: Single Step (Plastic)-2 Nos. Bearings: NBC 3205- 04 Nos. Colors: PU
78TRIPPLE TWISTER Unit Dimension: 48” (H), 5’ (W) Safe Area: 8’ X 8’ Pipe Size: 100 mm ID B-class GI main pipe Handel: 25 mm ID B-class GI pipe Step:03 no Plastic. Bearings: NBC 3205 Colors: PU Nut & Bolts: S.S.
79AIR SWINGER (AIR SKIERS) Unit Dimension: 60” (H), 36” (L), 36” (W) Safe Area: 8’ X 8’ Pipe Size: 100 mm ID B-class GI main pipe Handel: 25 mm & 20 mm ID B-class GI pipe Seats: Double Step (Plastic)-2Nos Bearings: NBC 3205- 4 Nos. Colors: PU Nut & Bolts: S.S. (3/8 x 1½” LN-2 ,5/16Screw)
80OUT DOOR OPEN MULTIGYM (PULL CHAIR ,LEG PRESS, TWISTER,SURF BOARD WITH UMBRELLA TOP) Unit Dimension: 84” (H), 101” (L), 30” (W) Safe Area: 7’ X 7’ Pipe Size: 100 mm ID B-class GI pipe (Main), Leg: 40 mm ID B-class GI pipe (Main), Handel: 25 mm & 20 mm ID B-class GI pipe Seats: Single Step (Plastic)-2 Nos. Double Step: 01 no Bearings: NBC 3205 & SKF-6004 Colors: PU Nut & Bolts: S.S. (3/8 x 1½” LN-2,5/16 w)
81CYCLE Unit Dimension: 70” (H), 40” (L), 30” (W) Safe Area: 10’ X 10 Pipe Size: 100 mm,50 mm,32 mm & 25 mm ID B-class GI pipe Seats: Plastic Bearings: NBC 3205 Colors: PU Nut & Bolts: S.S.
82WAIST AND BACK STRECHER Unit Dimension: 84”(H), 80”(L), 30”(W) Safe Area: 17’ x 10’ Pipe Size: 4” (Main), ¾”, 1”, 1¼” (connecting) Seats: FRP Bearings: NBC 6004 Colors: PU Nut & Bolts: S.S.
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