Bids Are invited for Custom Bid For Services - Civil Works For Rcc Heavy Duty Pavement, Foundations And Flooring Works For Peb Warehouse, Including Miscellaneous Civil, Electrical And Fire-Fighting Works At Container Freight Station (Cfs),Manali, Che
Tender Overview
Project Description
Bids Are invited for Custom Bid For Services - Civil Works For Rcc Heavy Duty Pavement, Foundations And Flooring Works For Peb Warehouse, Including Miscellaneous Civil, Electrical And Fire-Fighting Works At Container Freight Station (Cfs),Manali, Chennai - Disposal: Removal And Disposal Of Unserviceable, Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground, Upto A Distance Of 50M Outside The Periphery Of The Area Complete As Per Directions Of Engineer-In-Charge To The Contractors Own Dump Yard Or Municipal Dump Yard. The Rate Shall Include All The Labour, Transportation Etc For The Complete Item Of Work Cleared As Directed By The Engineer-In-Charge. , Dismantling:Breaking Of Rcc Beam/ Wall As Per The Instruction Of Engineer In Charge By Using Mechanical Means As Required And Disposal Of The Same As Per The Instruction Of As Per The Instruction Of Engineer-In-Charge (Eic) Of Balmer Lawrie (Bl) Or Consultant. , Filling With Earth Brought From Outside: Supplying And Filling Good Qaulity Approved Filling Materials (Murrum, Gsb Or Red Gravel As Approved By Bl) Having Cbr Value As Per Is 2720 (Part 16) In Layers Each Of 150Mm Compacted Thickness At Omc To Achieve 98% Of Protector Density Including Cost And Convenyence Of All Material And Labour. For Rolling 12 T Virbatory Roller Should Be Used. , Wet Mix Macadam (Wmm): Providing, Laying, Spreading And Compacting Graded Stone Aggregate (53Mm To 0.075Mm) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In For All Leads And Lifts. Laying In Uniform Layers With Mechanical Paver Finisher In Sub-Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 12 Mt Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. (Thickness Of Wmm May Vary Between 275Mm To 300Mm). The Thickness Of Each Layer Should Not Be More Than 150Mm. , Polyethylene Vapour Barrier: Providing 200-Micron Polyethylene Vapour Barrier Over The Prepared Base With 300 Mm Overlaps, Including Taping Of Joints And Laying Complete. , Steel Reinforcement: Providing And Fixing Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More As Per Cpwd Specifications. , M40 Rcc: Providing, Laying, Compacting, Finishing And Curing Design Mix Reinforced Cement Concrete (Rcc) Of M40 Grade Using Ready Mix Concrete (Rmc) And/Or Ajax Mobile Mixer Of Approved Make, Prepared With 53 Grade Pozzolana Cement (Ppc) Having A Minimum Cement Content Of 400 Kg/M³, Complete As Per Approved Mix Design. The Work Shall Include Providing And Fixing Steel Formwork, Proper Levelling Using Screed Vibrator, Vacuum Dewatering (Vdf), And Power Trowel Finish To Achieve The Specified Surface Finish, Floor Tolerances, And Level As Per Approved Drawings And Specifications. The Concrete Floor Shall Be Laid In Panels Of Approved Size As Indicated In The Drawings.The Rate Shall Include The Use Of Approved Corrosion-Inhibiting Admixtures And Approved Dry-Shake Floor Hardeners, Dosed Strictly In Accordance With The Respective Manufacturers Recommendations. Thickness Of Rcc Shall Be Tentatively 300Mm. The Contractor Is Required To Arrange The Mix Design And Submit For Prior Approval Before Commencement Of Work. , Contraction Joints: Saw Cutting, Cleaning And Sealing Of Contraction Joints Using Approved Polyurethane Joint Sealant Wherever Specified. Size Of Saw Cutting Shall Be 4Mm X 50Mm, And Filling Of Joint With Flexible Sealant Up To 10Mm With Pu Sealant This Activity Shall Be Carried Out After 30 Days Of Pouring, (Shore A Hardeness Of 28-45). The Scope And Rate To Include Resealing Of Joints After 6 Months Where After The Floor Shrinks And Delamination Of The Sealant Takes Place. , Expansion Joint: Providing And Fixing 20 Mm Thick Preformed Bituminous Expansion Joint Filler Board For The Full 300 Mm Depth Of Concrete, Conforming To Applicable Requirements Of Is 1838 (Part 1), Including Cutting, Fitting And Fixing The Filler Board True To Line, Level And Alignment, Maintaining A Continuous Joint Throughout The Concrete Depth, And Sealing The Exposed Top Portion Of The Joint With Approved Bituminous Joint Sealant. Rate Shall Be Inclusive Of All Materials, Primer, Sealant, Labour, Tools, Tackles, Cutting, Fixing, Finishing And All Incidental Works Complete As Directed By Bl/Engineer. , Excavation: Earthwork In Excavation In Ordinary Soil/Earth By Mechanical Means Using Hydraulic Excavator, Supplemented By Manual Excavation Wherever Required, For Foundations, Trenches, Pits And Other Works, To The Required Lines, Levels, Depths And Dimensions As Per Approved Drawings And As Directed By The Engineer-In-Charge, With Excavation Depth Not Exceeding 3.0 M Below Existing Ground Level, Including Setting Out, Dressing And Trimming Of Sides And Bottom, Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth Within A Lead Of 50 M And For All Lifts, Complete. For Measurement And Payment, Excavation Shall Be Measured Based On The Approved/Design Dimensions Of The Foundation. , Backfilling: Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc., In Layers Not Exceeding 20 Cm In Depth, Considering Each Deposited Layer By Ramming And Watering, Lead Upto 50M And For All Lift. , M10 Pcc: Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work, Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources Or By Using The Manufactured Sand As Available Locally, Portland Pozzalana / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Imparing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads But Excluding The Cost Of Centering, Shuttering, And Finishing As Per As Per The Direction Of Engineer-In-Charge For The Grade Of Concrete M10 With Minimum Cement Content Of 220 Kg Per Cum. , M25 Concrete:Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work Using Coarse Aggregates And Fine Aggregates Derived From Natural Sources Or With Manufactured Sand As Availability Locally, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete To Site Of Laying, Curing, Carriage For All Leads: But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of Engineer-In-Charge, For The Grade Of Concrete M25 With Minimum Cement Content Of 330 Kg/ Cum. , M40 Grade Concrete In Grade Slab: Providing And Curing Design Mix Good Quality Concrete Of M-40 Grade (Rmc/ Ajax Mobile Mixers Necessary Numbers To Be Used) With Pozzolana Of 53 Grade Mixed With Minimum Cement Content Of 420 Kg/Cu.M Warehouse Ffl Level Plinth Beams , Suspended Slab, Hanging Of Wall Of Suspended Slab Including Tools And Taken Etc. , Formwork: Centering And Shuttering Including Strutting, Propping Etc., And Removal Of Form For, With Approved Make Marine Plywood Not Less Than 12Mm Thick And The Scaffolding Shall Be With Ms Pipes , Bumpers: Supply And Installation Of D-Type Rubber Dock Fenders/Bumpers, 500 Mm Length, Made Of Moulded Epdm Rubber, Complete With 16 Mm Dia. Anchor Bolts, Fasteners, Grouting, Fixing Accessories And All Necessary Labour, Tools And Tackles, Including Drilling And Securing To The Existing Structure, Complete In All Respects As Per Bl Officer-In-Charge. , Steel Reinforcement: Providing And Fixing Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More As Per Cpwd Specifications. , Brickwork: Providing And Laying Brick Work With First-Class Bricks Of Designation 7.5 Conforming To Is 1077 In Cement Mortar Of Specified Proportion, Including Soaking Of Bricks, Laying In English Bond, Raking Out Joints Where Plastering Is To Be Done, Curing, Scaffolding, And All Incidental Works Complete As Per Cpwd Specifications. , Internal Plastering: Providing And Applying 12 Mm Thick Cement Plaster In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) On Internal Brick Or Concrete Surfaces, Finished Even And Smooth, Including Raking Out Joints, Preparing The Surface, Scaffolding, Curing, And All Materials, Labour, Tools And Tackles Complete As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , External Plastering: Providing And Applying 15 Mm Thick Cement Plaster In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) On External Brickwork/Rcc Surfaces, Including Preparing The Surface, Raking Out Masonry Joints, Hacking Concrete Surfaces Wherever Required, Applying The Plaster In A Single Coat, Finishing The Surface Even And Smooth, Including Scaffolding, Curing For A Minimum Period Of 7 Days, And All Materials, Labour, Tools And Plants Complete As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , Internal Painting : Providing And Applying Two Or More Coats Of Premium Acrylic Emulsion Paint Of Approved Brand And Manufacture On Plastered Wall Surfaces Over And Including One Coat Of Cement Primer, After Preparation Of Surface, Filling Cracks With Wall Putty Wherever Required, Sanding, And Applying Additional Coats To Achieve An Even Shade And Smooth Finish, Complete In All Respects As Per Cpwd Specifications. , External Painting : Providing And Applying Two Or More Coats Of 100% Acrylic Smooth Exterior Paint Of Approved Brand And Manufacture On New Plastered External Surfaces Over And Including One Coat Of Exterior Grade Water-Thinnable Cement Primer, After Preparing The Surface, Removing Dust And Loose Particles, Filling Minor Imperfections, And Applying The Paint To Achieve An Even Shade And Uniform Finish, Complete In All Respects As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , Filling With Earth Brought From Outside: Supplying And Filling Good Qaulity Approved Filling Materials (Murrum, Gsb Or Red Gravel As Approved By Bl) Having Cbr Value As Per Is 2720 (Part 16) In Layers Each Of 150Mm Compacted Thickness At Omc To Achieve 98% Of Protector Density Including Cost And Convenyence Of All Material And Labour. For Rolling 12 T Virbatory Roller Should Be Used. , Wmm: Providing, Laying, Spreading And Compacting Graded Stone Aggregate (53Mm To 0.075Mm) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In For All Leads And Lifts. Laying In Uniform Layers With Mechanical Paver Finisher In Sub-Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Mt Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.(For Warehouse) , Fm2 M30 Concrete Flooring: Providing And Laying 200 Mm Thick M30 Grade Design-Mix Concrete For Flooring, Using Rmc/ Ajax Mobile Mixers Required Nos. To Be Used, With Approved Constituent Materials And Opc 53 Grade Cement Conforming To Is 269. The Concrete Shall Be Designed To Achieve A Characteristic Compressive Strength Of 30 N/Mm² At 28 Days, With A Minimum Cement Content Of 350 Kg/M³. Fly Ash Shall Not Be Permitted In The Concrete Mix. Concrete Shall Be Supplied And Placed Using Adequate Numbers/Capacity Of Transit Mixers, Concrete Pumps/Placing Equipment And/Or Approved Mobile Batching Mixers, As Required To Ensure Uninterrupted Concreting. The Concrete Shall Be Placed, Spread, Levelled And Compacted Using Laser Screed Equipment With Integrated Vibration, Followed By Mechanical/Power Floating And Finishing As Required To Achieve The Specified Line, Level, Slope, Surface Finish And Floor Tolerances. , Armour Construction Joint: Full Depth Armour Joint 175 Mm - Armour Joints System Classic Is Made From Two L-Shaped 3Mm Steel Forms Joined Via The Unique Hardened Plastic Connectors. The Top Of The Steel L-Shaped From Incorporates A V-Shaped Flared Opening. The V-Shaped Opening Offers Higher Impact Resistance And Large Surface Area For Joint Sealing With Traditional Silicone Mastic Or Polyurethane.Doweled Load Transfer System: Providing & Fixing Plate Dowels, 100Mm X150mm X 6Mm With Spacing Of 600 Mm C/C Complete Floor Thickness 200 Mm (Joint Thickness 175Mm) , Floor Hardener: Providing And Applying Dry Shake Non-Metallic Floor Hardener At 5 Kg/Sq.M, Machine Trowelled To Produce A Dense, Abrasion-Resistant Surface, Complete. , Power Trowelling: Mechanical Finishing Using Ride-On Power Trowel To Achieve A Smooth, Dense Industrial Finish Suitable For Forklift Traffic. , Contraction Joints: Saw Cutting, Cleaning And Sealing Of Contraction Joints Using Approved Polyurethane Joint Sealant Wherever Specified. Size Of Saw Cutting Shall Be 4Mm X 50Mm, And Filling Of Joint With Flexible Sealant Up To 10Mm With Pu Sealant This Activity Shall Be Carried Out After 30 Days Of Pouring, (Shore A Hardeness Of 28-45). The Scope And Rate To Include Resealing Of Joints After 6 Months Where After The Floor Shrinks And Delamination Of The Sealant Takes Place. , Isolation Joints For Warehouse Floor: Providing 12 Mm Wide Isolation Joints Along With Columns/ Beams Upto Full Depth Of Concrete Including Fixing Compressible Board Or Sheet And Sealing The Top 12 Mm Of The Joints With Polysulphide Or As Directed By The Engineer-In-Charge. For Up To 200 Mm Thick Slab. , Anti Termite Treatment: Providing And Injecting Pre-Construction Anti-Termite Treatment By Creating A Continuous Chemical Barrier Under And Around The Building Using An Approved Chemical Emulsion Conforming To Is 6313 (Part 2), For Treatment On Plinth Filling, Wall-Floor Junctions, External Perimeter Etc., Complete With Labour, Equipment And All Incidentals As Directed By The Engineer-In-Charge, For All These Works, Only The Plinth Area Rate Will Be Paid. , Fire Door: Providing, Fabricating, Supplying And Installing Approved 120-Minute Fire-Rated Insulated Steel Door Comprising 1.2 Mm Thick Galvanized Steel Face Sheets, 1.6 Mm Thick Galvanized Steel Frame, Insulated With High-Density Rockwool/Mineral Core, Complete With Intumescent Fire Seals, Smoke Seals, Stainless Steel Ball-Bearing Hinges, Fire-Rated Mortise Lock, Hydraulic Door Closer, Lever Handles, All Necessary Hardware, Anchor Fasteners, Fire-Stop Sealant And Powder-Coated Finish, Tested And Certified For 120-Minute Fire Resistance, Complete In All Respects As Approved By The Engineer-In-Charge. , Steel Door: Providing, Fabricating, Supplying And Fixing Factory-Made Mild Steel Door Comprising Pressed Steel Door Frame Manufactured From 1.60 Mm Thick Galvanized Steel Sheet Conforming To Is 4351, Complete With 45 Mm Thick Double Skin Steel Shutter Fabricated From 0.80 Mm Thick Galvanized Steel Sheets On Both Faces, Reinforced With Internal Vertical Stiffeners And Honeycomb Kraft Paper Core, Complete With All Necessary Hardware, Holdfasts, Anchor Fasteners, Welding, Primer, Powder Coating/Synthetic Enamel Paint And All Accessories Complete In All Respects As Directed By The Engineer-In-Charge. , Motorised Rolling Shutters: Providing, Fabricating, Supplying, Installing, Testing And Commissioning Approved Make Heavy-Duty Electrically Operated Motorized Rolling Shutter Conforming To Is 6248, Complete With Machine Roll-Formed 1.20 Mm Thick Galvanized Steel Interlocking Laths, End Locks, Wind Locks, Heavy-Duty Bottom Rail With Epdm Rubber Weather Seal, Heavy-Duty Guide Channels Fabricated From Minimum 100 × 50 × 3.15 Mm Steel Sections, Seamless M.S. Pipe Barrel Of Suitable Diameter, Heavy-Duty Self-Aligning Ball Bearings With Cast Iron Bearing Housings, High Tensile Spring Steel Counterbalance Assembly Conforming To Is 4454, Heavy-Duty Side Brackets, Removable Hood Cover Fabricated From Minimum 1.0 Mm Gi Sheet, Locking Arrangement, Pull Handles, Stoppers And All Accessories.The Shutter Shall Be Operated Through A 415 Volt, 3 Phase, 50 Hz Tefc Squirrel Cage Induction Geared Motor Of Suitable Capacity (Minimum 1.5 Hp Or As Recommended By The Manufacturer), Complete With Reduction Gearbox, Electromagnetic Brake, Mechanical/Electronic Limit Switches, Push Button Control Station (Open–Stop–Close), Control Panel Comprising Mcb, Mpcb, Contactor, Overload Relay, Control Transformer, Indication L S, Terminal Blocks And All Internal Wiring.The Shutter Shall Also Be Provided With Manual Chain Override Arrangement For Emergency Operation During Power Failure.The Work Shall Include All Necessary Anchor Fasteners, Nuts, Bolts, Washers, Welding, Cutting, Drilling, Grouting, Alignment, Lubrication, Erection, Testing, Commissioning And Handing Over In Perfect Operating Condition.The Shutter Shall Receive Factory Pre-Treatment Followed By Zinc Phosphating And Polyester Powder Coating Of Minimum 70 Microns In Approved Shade. Wherever Specified, The Components Shall Be Hot-Dip Galvanized Before Powder Coating.The Item Shall Include All Labour, Materials, Machinery, Transportation, Lifting Equipment, Scaffolding, Consumables, Electrical Wiring Between Motor And Control Panel, Earthing Of Motor, Fixing Accessories, Testing, Commissioning And All Incidental Works Required For Complete Installation. , Gypsum False Ceiling: Providing And Fixing Plain Gypsum False Ceiling 12Mm Thick Using Standard Size Boards With Gi Hangers, Supporting Channels/ Beams Over Peripheral Brick Wall Etc. Complete With All Fittings And Fixtures With Two Or More Coats Of Acrylic Emulsion Paint Of Berger/Asian Paint /Ici, As Per The Direction Of The Engineer-In-Charge. The Rate To Also Include Cost Of Making Cut-Outs Of Light Fittings, Trap Doors, Diffuser & Fixing Frame Of Perimeter Channels Of Size 20 X 27 X 30 X 0.55 Mm Thk. Required For Cut Outs Supported Suitably Etc. Complete As Per Drawing & Directions Of Engineer- In-Charge. The False Ceiling Is To Be Erected In Horizontal / Vertical / Slope Shape No Extra Cost Is Payable For Difference In Shape And Levels. , Vitrified Floor Tiles: Providing And Laying 1St Quality Vitrified Floor Tiles Of Approved Make, Size 600 × 600 Mm (Or As Specified), With Water Absorption Less Than 0.08% Conforming To Is 15622, Of Approved Colour, Shade And Finish, Laid On 20 Mm Thick Cement Mortar (1:4) Using Coarse Sand, Jointed With Grey Cement Slurry @ 3.3 Kg/Sq.M, Including Grouting The Joints With White Cement Mixed With Matching Pigment, Cutting, Making, Finishing, Curing, Cleaning And All Leads And Lifts, Complete In All Respects As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , Flush Door: Providing And Fixing Factory-Made Solid Core Flush Door Shutter Of 35 Mm Thickness (Or 40 Mm Where Specified), Conforming To Is 2202 (Part 1), Bonded With Phenol Formaldehyde Synthetic Resin Adhesive, Comprising Hardwood Timber Lipping On All Edges, Commercial/Bwp Plywood Face Panels, Factory-Finished And Complete With Approved Hardwood Door Frame, Ss Ball Bearing Hinges (Minimum 3 Nos.), Stainless Steel Mortise Lock With Key, Ss Lever Handles On Both Sides, Door Stopper, Tower Bolt, Magnetic Door Catcher, All Necessary Screws, Fasteners And Fittings, Including Fixing With Approved Holdfasts/Anchor Fasteners, Making Good The Jambs, Applying One Coat Of Wood Primer And Two Coats Of Synthetic Enamel Paint/Polish Or Providing Decorative Laminate Finish Of Approved Colour And Shade On Both Faces With Matching Edge Lipping, Complete In All Respects As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , Partition Works: Providing, Fabricating And Fixing Full Height Solid Gypsum Board Partitions At Required Location Of Overall Thickness Of 75Mm Including All Hardwares, Cleaning, Scaffolding, Leads & Lifts Etc Complete As Per Architects Drawing And Instructions Of Engineer In Charge As Per Following Details:Main Frame - 50X50mm, Formed Out Of 16 Gauge Thick Alluniminium Sections Which Is Extended Upto Roof Soffit.Cladding :- With 12.5Mm Thick Gypsum Board (As Per Is 2095-1996, Part-1) Of Approved Make.Finishing :- Both Sides To Be Painted With Royal Paint After Application Of Primer And Putty As Per The Instruction Of Engineer-In-Charge. , Glass -Solid Partition:Providing And Fixing Partition Of Overall Height 3000 Mm, Having Lower 1200Mm Height With Solid Partion Including 8Mm Toughened Glass In Between (Or As Per Drawing), Comprising 50 Mm × 50 Mm Seasoned Aluminium Framework As Approved, Finished With 12 Mm Bwr/Bwp Plywood On Both Sides, 1.0 Mm Laminate Finish On Exposed Faces And Balancing Laminate On Inner Faces. The Partition Shall Incorporate 8 Mm Thick Clear Toughened Glass Fixed With Approved Aluminium/Glass Channels And Beading. Exposed Edges Shall Be Finished With Matching Hardwood/Edge Band. The Item Shall Include All Necessary Hardware, Screws, Adhesives, Sealants, Polishing/Laminate Finish, Cutting, Fitting, Making Openings Wherever Required, Complete As Per Drawings And The Directions Of The Engineer-In-Charge. The Rate Shall Also Include The Required Film To Be Provided On The Glass As Per The Instruction Of Engineer-In-Charge. , Granite Stone: Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished Granite Stone In Skirting, Dado And Risers Over 12 Mm Thick Cement Mortar (1:3), Complete. , Vitrified Wall Tiles: Providing And Laying Vitrified Matt Finish Tiles Having Size 590 Mm To 605 Mm X To 605 Mm Of 8 To 10 Mm Thickness And Confirming Is. 15622-2006 (Group Bla) Of Approved Make, Shade And Pattern For Dado And Skirting In Required Position Fixed In 1:4 Cement Mortar Including Neat Cement Float, Filling Joints, Curing And Cleaning Etc Complete In All Aspects. , Stainless Steel Railing: Providing And Fixing Stainless Steel Railing Comprising Vertical Posts And Top Handrail Made Of Grade Ss 304, Satin/Matt Finish, Consisting Of 50 Mm Dia × 1.5 Mm Thick Top Handrail, 38 Mm Dia × 1.5 Mm Thick Intermediate Horizontal Members (Or As Per Approved Design), And 50 Mm Dia × 1.5 Mm Thick Vertical Balusters/Posts Spaced At Maximum 1200 Mm C/C, Fixed To Rcc Floor/Slab With 100 Mm × 100 Mm × 6 Mm Thick Ss Base Plate Anchored Using M10 Chemical/Expansion Anchor Bolts. The Railing Shall Include Ss Brackets, Connectors, End Caps, Welding, Grinding, Buffing, Polishing, And All Necessary Fittings And Accessories Complete In All Respects, As Per Approved Drawings And The Directions Of The Engineer-In-Charge. , Wash Basin: Providing And Fixing Wall Hung White Wash Basin Of Size 550 X 400 X 195 Mm With Pillar Cock Having Flow Rate Up To 6.0 Litres/Minute, C.P. Angular Stop Cock With Long Thread Of Jaquar/ Cera/ Hindware / Parryware Or Equivalent Make, Including Ss Bottle Trap Of Approved Make Etc Complete As Directed By Engineer In Charge.( Make Shall Conform Tomanufacturers Green Product And Shall Got Approved From The Engineer In Charge.). , Water Closet (Wc) : Providing And Fixing European Type Colour Glazed Earthenware Water Closet Pan With Upvc Seat And Lid With Chromium Plated Brass Hinges And Rubber Buffers Including Upvc And Vent Pipe Up To The Outside Face Of Wall 10 Liter Enameled Low Level Flushing Cistern With Fittings Pipe Stop Tap Brackets For Fixing Cistern 32 Mm Dia. Upvc Flush Pipe With Fittings And Cl S ,20 Mm Dia.Upvc Overflow Pipe ,Mosquito Proof Couplings G.I. Chain And Pulley,With Water Jet And Fitting Including Cutting And Making Good To The Walls And Floors Testing Etc. Complete.(Prior Approval Of S Le And Brand By Eic Is Necessary Before Use) , Health Faucet: Supply, Installation, Testing And Commissioning Of Health Faucet With 8 Mm Dia.1.25 M Long Flexible Tube Having Wall Hook With Approved Make Including Necessary Sockets/Union Nutetc.Complete As Directed By Engineer In Charge.(Make : Hindware/ Jaquar, Ref. Model No : F160168, 1.25 M Long Pvc Tube And Abs Wall Hoke Or Equivalent) , Two Way Bib Cock : Providing & Fixing Of Two Way Bib Cock With Wall Flanges & Necessary Fittings As Per Direction Of Engineer In Charge. (Make : Hindware/ Jaquar, Ref. Model No : Fluid F400003 Or Equivalent) , C.P. Bib Cock: Providing And Fixing C.P. Bib Cock With Wall Flange Of Approved Make Including Necessary Sockets/ Union Nut Etc. Complete As Directed By Engineer In Charge. , Cp. Angle Valve: Fixing, Testing And Commissionin Of 15 Mm Dia Cp. Angle Valve Shall Be Of Screw Down Type With Hose Union, With 450Mm Long Pvc Pipe,Cp. Wall Flange Of Approved Quality For Aqua Guard / Geyser /Basin/ Washing Machine /Kitchen Sink Connection. (Make : Hindware/ Jaquar , Ref. Model No : Elegance F340006 Or Equivalent ) , Toilet Paper Holder: Fixing, Testing And Commissioning Of Stainless Steel Toilet Paper Holder 150Mm X 150Mm With Aluminium Roller. Including Cutting And Setting In Walls With Cement Joints And Making Good The Wall As Per Direction Of Engineer In Charge. (Make : Hindware/Jaquar, Ref. Model No : Immacula F840009 Or Equivalent ) , Cp Brass Liquid Soap Dispenser: Fixing, Testing And Commissioning Of Cp Brass Liquid Soap Dispenser Fixed On Wooden Cleats. With Cp Brass Screws & Washers Including Drilling Hole In Walls With Drill Gun And Making Good The Walls As Per Direction Of Engineer In Charge. (For Wash Basin) (Make : Jaquar Or Equivalent, Ref. Model No : Acn-1137N Or Equivalent) , Mirror: Providing And Fixing 450Mm X 550Mm Size Superior Type Belgium Mirror With 16Mm Dia. Nickel Plated Towel Rod Etc. Complete. , Cpvc Pipe: Providing And Laying Of 15Mm Cpvc Pipes For Water Supply As And Where Required Including Fixing With Ss Grade Cl S And Ss Screws Etc., Complete. The Rate Should Be Inclusive Of Any Valve Required To Be Provided Within The Pipe Line For Flow Control Etc., Complete. , Nahani Trap: Providing And Fixing Nahani Trap Of Approved Make (E.G., Neco, Hindware, Supreme, Astral Or Equivalent) With 100 Mm Dia Outlet, Complete With Stainless Steel Grade 304 Hinged/Perforated Grating (Minimum 125 Mm × 125 Mm), Integral Water Seal Of Minimum 50 Mm Depth, Including Making Connection With The Waste Pipe, Embedding In Cement Concrete, Jointing With Approved Sealant/Cement Mortar, Testing For Water Tightness, And All Labour, Materials, Tools And Incidental Works Complete As Per The Directions Of The Engineer-In-Charge. , Pvc Water Tank:Providing, Supplying, Installing, Testing Pvc Water Storage Tank Of 2000 Litres Capacity, Food-Grade, Isi Marked And Conforming To Is 12701, Complete With Threaded Inlet, Outlet, Overflow And Scour Connections Of Suitable Size, Mosquito-Proof Ventilated Lid, Screwed Cover, Supporting Pads, All Necessary Fittings, Gi/Ms Cl Ing Arrangements, Connection To The Inlet, Outlet, Overflow And Drain Pipelines, Testing For Leakage, Commissioning And Handing Over Complete In All Respects As Directed By The Engineer-In-Charge. , Waterproofing: Providing And Laying Brick Bat Coba Waterproofing Treatment On Roof/Terrace Comprising Preparation And Cleaning Of Surface, Application Of Cement Slurry @ 2.75 Kg Of Cement Per Square Metre, Laying 20 Mm Thick Base Coat In Cement Mortar 1:5, Laying Well-Soaked Brick Bats (25 Mm To 115 Mm Size) To The Required Slope And Gradient In Cement Mortar 1:5 With Joints Completely Filled, Forming Gola/Haunches At Junctions Of Slab And Parapet, Applying Cement Slurry, Laying Fibre Glass Reinforcement Mesh, Providing 20 Mm Thick Protective Plaster In Cement Mortar 1:4, Finishing The Surface Smooth With 300 Mm × 300 Mm Grooves, Curing For Not Less Than 14 Days Including Pond Testing, Complete In All Respects As Per Cpwd Specifications And As Directed By The Engineer-In-Charge. , Gully Trap: Providing And Fixing Gully Trap Of Approved Make Conforming To Relevant Is Standards, Comprising 100 Mm Dia Gully Trap With 150 Mm Deep Water Seal, Complete With 150 Mm × 150 Mm Heavy-Duty Cast Iron (Ci) Grating And Frame, Including Constructing A Brick Masonry Gully Chamber In Cement Mortar (1:4), Plastering The Internal Surface With 12 Mm Thick Cement Plaster (1:3) Finished Smooth With Neat Cement, Providing Pcc Bed, Making Connections To The Incoming And Outgoing Swr/Upvc Pipes, Testing For Water Tightness, And Completing All Excavation, Backfilling, Labour, Materials, Tools, And Incidental Works As Per The Drawings And The Directions Of The Engineer-In-Charge.
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