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Tender For Group B: Station Uplift Works At Nrpl Rewari. - 1 Wall Painting With Premium Acrylic Emulsion Paint Of Interior Grade, Having Voc ( Volatile Organic Compound ) Content Less Than 50 Gra Ms / Litre Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour : 2 Two Coats 3 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade : 4 Old Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm ) Over Existing Cement Paint Surface. 5 Supplying, Fabricating And Fixing M.S. Structural Steel Work Made Of Joists, Tubes, Pipes, Channels, Angles, Plates, Flats, Bars Etc ., For Struts, Chain Link Fencing Posts As Per Drawing Includinggate, Ladders, Safety Grills, Walkways, Collapsible Gate, Signboar Ds, Supports For Cable Trench, Making Slots For Barbed Line, Wire Hoisting, Placing In Position, Embedding In Concrete, Applying Twocoats Of Epoxy Paint "Epilux 155" High Build Enamel Over A Coat Ofepilux 610 Primer Of M / S Berger Or Any Other Approved Equivalen T Make As Permanufacturer’S Recommendation, Complete In All Respect Including Cutting To Required Size Welding Of Joints, Fixing A Nchor Plates, Bolts, Theading, Nuts, Washers, Sleeves Etc. And Necessary Lettering Of Approved Pattern On Main Gate, Signboards Etc.C Omplete In All Respects Inclusive Of Cost Of All Labour, Materials, Tools, Tackles Etc. As Per Drawings, Specifications And Directio Ns Of The Engineer-In-Charge. ( Excluding The Cost Of Concrete Work ) . 6 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, B Uffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Comple Te, Including Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Require D Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of The Engineer-In-Charge. [ Note : For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, F Asteners Etc. ] 7 Providing And Fixing 100Mm Wide Vertcal Fabric Blind System Of Vista / Mac / Trac Of Approved Make & Shades Complete Along With Standa Rd Accessories In Required Design / Shade As Per Manufacturer"S Recommendations, Specification And Directions Of The Engineer-In-Char Ge. 8 Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And F Ixing Top & Bottom Pivot & Double Action Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing R Equired Door Fittings, All Complete As Per Directions Of The Engineer-In-Charge. [ Note: Door Handle, Lock And Stopper Etc.To Be Paidseparately ] . 9 Providing And Fixing Sensor Based Sliding Glass Door System Of Approved Make For Main Entrance Door Of Size 2.0M X 2.4M, Comprising Of D.C. Motor Controller, Transmission Belt, Aluminum Profile, Sensor And Necessary Accessories Including 10Mm Thick Toughened Glasswith Required Framing, Fittings, Accessories Etc.Complete In All Respect As Per Manufacturer"S Specifications, Drawings And Direc Tions Of The Engineer-In-Charge. 10 Providing And Fixing Luxalon 75C & 225C Un-Perforated Aluminium Panel Coloured Ceiling Manufactured By M / S. Hunter Douglas India Or Any Other Approved Equivalent Brand, Each Panel Consisting Of 75 / 225 Mm Wide X 15.5 Mm Deep And 0.5 Mm Thick With Bevel Edged Panel Made From Enamelled Corrosion Resistance Aluminium Alloy Aa-5050 ( Al.Mg ) , Each Panel To Abut Each Other With A Narrow "V" Groove, Cl Ipping With A Baked Enamelled Aluminium Panel Carrier Of 32 Mm Wide X 39 Mm Deep X 0.95 Mm Thick In Standard Length Of 5 Metres Madeof Double Baked Enamelled Aluminium Alloy Aa-5050 ( Al.Mg ) Black With Cutouts To Hold The Panels In A Module Of 75 Mm Closed At A Di Stance Of 1.25 Metre, Each Panel Carrier Suspended By Means Of G.I. Suspension Rod 4 Mm Diameter And A Galvanised Supsension Spring Clip At A Distance Of 1.7 Metre Centre To Centre, Making Openings For Light Fittings Etc. With Suitable Peimeter Framing All Complet E As Per Manufacturer"S Recommendation And Directions Of The Engineer-In-Charge. [ Note: Measurement Shall Be Made Wall To Wall Witho Ut Any Deduction For Openings, For Payment Purpose ] . 11 Repair To Plaster Of Thickness 12 Mm To 20 Mm In Patches Of Area Up To 2.5 Sqm Including Cutting The Patch In Proper Shape, Raking O Ut Joints, Preparing And Plastering The Wall Surface Etc. Complete, Including Disposal Of Rubbish At Unobjectionable Area Outside Ow Nder"S Premises, All Complete As Per Directions Of The Engineer-In-Charge : 12 With Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 13 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wa Ll Surface To Prepare The Surface Even And Smooth Complete. 14 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade : 15 New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) 16 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : 17 Water Thinnable Cement Primer 18 Providing And Fixing Double Scaffolding System ( Cup Lock Type ) On The Exterior Side, Up To Seven Story Height Made With 40 Mm Dia M. S. Tube 1.5 M Centre To Centre, Horizontal & Vertical Tubes Joining With Cup & Lock System With M.S. Tubes, M.S. Tube Challies, M.S.Clamps And M.S. Staircase System In The Scaffolding For Working Platform Etc. And Maintaining It In A Serviceable Condition For Therequired Duration As Approved And Removing It Thereafter. The Scaffolding System Shall Be Stiffened With Bracings, Runners, Connect Ion With The Building Etc Wherever Required For Inspection Of Work At Required Locations With Essential Safety Features For The Work Men Etc. Complete As Per Directions And Approval Of The Engineer-In-Charge. The Elevational Area Of The Scaffolding Shall Be Measure D For Payment Purpose. The Payment Will Be Made Once Irrespective Of Duration Of Scaffolding. [ Note: This Item To Be Used For Mainte Nance Work Judicially, Necessary Deduction For Scaffolding In The Existing Item To Be Done ] 19 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratch Es Etc. Complete. 20 Lettering With Black Japan Paint Of Approved Brand And Manufacture. [ Note: Unit "Ea" Shall Mean "Per Letter Per Cm Height" ] . 21 External Work: Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Suppl Y Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, T Renching, Refilling & Testing Of Joints Complete As Per Directions Of The Engineer-In-Charge : 22 25 Mm Nominal Dia Pipes 23 32 Mm Nominal Dia Pipes 24 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank ( Ref. Make: Sintex Or Approved Equivalent ) , I S:12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But With Out Fittings And The Base Support For Tank. 25 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 26 25 Mm Nominal Bore 27 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per The Directionsof Engineer-In-Charge. [ Notes: ( 1 ) Dismantling Shall Be Allowed During Day Shift Only & Prior Permission For The Same Shall Be Obta Ined. ( 2 ) Providing Of Necessary Covers / Barricades Around The Work Area Shall Be Done Prior To Dismantling Operations ] : 28 Nominal Concrete 1:3:6 Or Richer Mix ( Including Equivalent Design Mix ) 29 Demolishing Brick Work In Cement Mortar Manually Or By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of U Nserviceable Material Within 50 Metres Lead As Per The Directions Of Engineer-In-Charge. [ Notes: ( 1 ) Dismantling Shall Be Allowed Du Ring Day Shift Only & Prior Permission For The Same Shall Be Obtained. ( 2 ) Providing Of Necessary Covers / Barricades Around The Workarea Shall Be Done Prior To Dismantling Operations ] 30 Dismantling Doors, Windows And Clerestory Windows ( Steel Or Wood ) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete A Nd Stacking Within 50 Metres Lead : 31 Of Area Beyond 3.0 Sq. Metres 32 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead : 33 For Thickness Of Tiles 10 Mm To 25 Mm 34 Demolishing R.C.C. Work By Mechanical Means And Stockpiling At Designated Locations And Disposal Of Dismantled Materials Up To A Lea D Of 1.0 Kilometre, Stacking Serviceable And Unserviceable Material Separately Including Cutting Reinforcement Bars. 35 Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Tr Ansporting, Unloading To Approved Municipal Dumping Ground Or As Approved By The Engineer-In-Charge, Beyond 50 M Initial Lead, For A Ll Leads Including All Lifts Involved. 36 Providing And Laying Flamed Finish Granite Stone Slab ( Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent ) Flooring In Requir Ed Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings Wit H 18 Mm Thick Stone Slab Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Laid And Jointed With Cemen T Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. A Ll Complete As Specified And As Directed By The Engineer-In-Charge. 37 Providing And 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 Requireddia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber / Neopre Ne 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 D Rawings And The Directions Of The Engineer-In-Charge. [ Note: Glazing, Paneling And Dash Fasteners To Be Paid For Separately ] : 38 For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittin Gs Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required. [ Note: Fittings Shall Be Paid For Separately ] : 39 Polyesterpowdercoatedaluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron ) 40 With Float Glass Panes Of 5.50 Mm Thickness 41 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Et C. Complete As Per The Architectural Drawings And Directions Of The Engineer-In-Charge. [ Note: Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item ] : 42 Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is:6315, Having Brand Logoembossed On The Body / Plate With Double Spring Mechanism And Door Weight Up To 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivotand Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per Directions Of The Engineer-In-Charge. : 43 With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness 44 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In : 45 Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 46 Finishing : 47 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 48 1:4 ( 1 Cement : 4 Fine Sand )
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