Tender For Construction Of Physics Lab, Chemistery Labat G.I.C Khalyukhet--- 1 Earth Work In Excavation By Mechanical Means ( Hydraulicexcavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil Asdirected, Within A Lead Of 50 M For All Kinds Of Soil By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 2 Providing And Laying In Position Cement Concrete Of Specified Gradeexcluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level 1:4:8 ( 1Cement:4Finesand:8Gradedstoneaggregate 40 Mm Nominal Size ) . By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 3 Random Rubble Masonry With Hard Stone In Foundation And Plinthincluding Levellingup With Cement Concrete 1:6:12 ( 1 Cement: 6 Coarsesand : 12 Graded Stone Aggregate 20Mm Nominal Size ) At Plinth Level With Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) . By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 4 Providing And Laying In Position Specified Grade Of Reinforcedcement Concrete Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement - All Work Upto Plinth Level 1:1.5:3 ( 1Cement:1.5Coarse Sand: 3Gradedstoneaggregate 20 Mm Nominal Size ) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 5 Centring And Shuttering Including Strutting, Ropping Etc. Andremoval Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 6 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes Incement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 7 Providing And Laying Cement Concrete In Plain Window Sills, Fillets Etc Upto Floor Five Level, Excluding The Costof Centring, Shuttering And Finishing 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 8 Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Uptofloor Five Level Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement 1:1.5:3 ( 1Cement:1.5Coarse Sand: 3Gradedstoneaggregate 20 Mm Nominal Size ) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 9 Centring And Shuttering Including Strutting, Ropping Etc. Andremoval Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 10 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 11 Centring And Shuttering Including Strutting, Ropping Etc. Andremoval Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform . By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item. 12 Centring And Shuttering Including Strutting, Ropping Etc. Andremoval Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers . By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item. 13 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete.Thermo-Mechanically Treated Bars. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 14 12 Mm Cement Plaster Of Mix.1:6 ( 1 Cement : 6 Fine Sand ) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 15 Filling Available Excavatedearth ( Excluding Rock ) In Trenches, Plinth, Sidesoffoundationsetc.Inlayersnotexceeding20cmin Depth, Consolidatingeachdepositedlayerbyramming Andwatering, Leadup To 50 M And Lift Upto 1.5 M. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 16 Cement Concrete Flooring 1:2:4 ( 1 Cement: 2 Coarse Sand : 4Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cementslurry, But Excluding The Cost Of Nosing Of Steps Etc. 40Mm Thick With 20Mm Nominal Size Stone Aggregate. Complete.By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 17 Providingandfixingglassstripsinjointsofterrazo / Cement Concretefloors. 40 Mm Wide And 4 Mm Thick. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 18 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm 19 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 20 Plaster Drip Course / Groove In Plastered Surfaceor Moulding To R.C.C. Projections. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 21 Structural Steel Work Riveted, Bolted Or Welded In Built Kilogram Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete: 22 Providing And Fixing Isi Marked Flush Door Shutters Conforming Tois: 2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frameof 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Verticalgrains Or Cross Bands And Face Veneers On Both Faces Of Shutters.35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges Withnecessary Screws. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item 23 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick :5.0 Mm Thick Glass Panes ( Weight Not Less Than 12.5 Kg Per Sqm ) 24 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick :Second Class Teak Wood 25 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 : 250X16 Mm As Per Directions Ofengineer-In-Chargework To Be Execuated As Per Specification A Rate Of Above Given Item 26 Providing And Fixing Aluminium Tower Bolts, 150X10 Mm Isi Marked, Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 27 Providing And Fixing Aluminium Handles, 100 Mm Isi Marked, Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 28 Providing And Fixing Aluminium Hanging Floor Door Stopper Isimarked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper . As Per Directions Ofengineer-In-Chargework To Be Execuated As Per Specification A Rate Of Above Given Item 29 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. 30 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer 31 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) 32 Paintingwoodworkwithdeluxemultisurfacepaintofrequired Shade.Twoor More Coat Applied @0.90Ltr / 10Sqmoveranundercoatofprimerapplied@0.75Ltr / 10Sqm Ofapproved Brand Or Manufacture. As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Item 33 Paintingsteel Workwithdeluxemultisurface Paintto Givean Even Shade. Two Or Morecoatapplied @0.90 Ltr / 10Sqmover An Under Coatof Primerapplied@0.80Ltr / 10Sqmofapproved Brand Or Manufacture. As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Item 34 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is :5382 Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Item ( 110 Mm Diameter ) 35 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is :5382 Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Item ( 75 Mm Diameter ) 36 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is :13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion. As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Shoe ( Plain ) 110 Mm Shoe 37 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Each Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4Coarse Sand ) And Making Good The Wall Etc. Complete. 110 Mm. As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 38 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Each Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 39 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required :Ize 600X450x200 Mm 40 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. As Per Direction Of Engineer -In- Charge, Work To Be Execuated As Per Specification A Rate Of Above Given ( Flexible Pipe 32Mm Dia ) 41 Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall -Iinternal Work 15 Mm Dia. Nominal Bore As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 42 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Includingtrenching And Refilling Etc. ( External Work ) 15 Mm Dia. Nominal Bore As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 43 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:893115 Mm Nominal Bore As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 44 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931.15 Mm Nominal Bore As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 45 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tankas Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given 46 Supplying And Fixing Ofinformation / Sign. Board At Suitable Place At Site As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification 47 Excavation In Soil In Hilly Area By Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And A Lead Upto 20 M As Per Technical Specification Clause 1603.1 48 Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction 49 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 50 Random Rubble Masonary Laid Dry In Breast Wall, Retaining Wall, Parapets, Scupper Etc. Including Supply Of All Materials, Labour, T & P& Royality Etc, Required For Proper Complition Of Work. ( As Per Pwd Uttarakhand Specifications ) As Per Direction Ofengineer-In-Charge, Work To Be Execuated As Per Specification A Rate Of Above Given Item 51 Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Nominal Mix 1:2:4 ( Hand Mixed ) 52 Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. ( As Per Pwd Uttarakhand Specifications )
