Various Electro-Mechanical Works To Be Carried Out At Govt. 500 Bedded Paediatric Hospital, Bemina, Srinagar.- 1 Design And Fabrication Of Overhead Bridge For Carrying Electrical Cables. The Bridge Shall Have 1 Mtr Width And 25 Mtr Length ( Appro

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Various Electro-Mechanical Works To Be Carried Out At Govt. 500 Bedded Paediatric Hospital, Bemina, Srinagar.- 1 Design And Fabrication Of Overhead Bridge For Carrying Electrical Cables. The Bridge Shall Have 1 Mtr Width And 25 Mtr Length ( Approx ) And Shall Be Fabricated By Usingstructural Steel Of Various Sizes And Sorts. The Structure Shall Withstand The Load Of 300Kgs / Mtr And Wind Speed Of 100Km / Hr. All Structure Is To Be Painted With 2 Coats Ofepoxy Paint Including Appropriate Priming Coat. 2 Design And Fabrication Of Dg Set Shed Of Size 40X30 And Shall Be Fabricated By Using Structural Steel Of Various Sizes And Sorts. The Structure Shall Withstand The Snow Load Of 50Kgs / Ft2 And Wind Speed Of 100Km / Hr. All Structure Is To Be Painted With 2 Coats Of Epoxy Paint Including Appropriate Priming Coat. 3 Providing And Fitting Of Structural Steel Of Various Sizes And Sorts For Fabrication Of Frames Of Oxygen Manifold Store / Pump Room / Buffer Tank / Softener Plant Etc As Per Siterequirement. All Structure Is To Be Painted With 2 Coats Of Epoxy Paint Including Appropriate Priming Coat. 4 Providing & Fitting Of Rigid Puf, Cfc Free Conforming To Is-12436-88 With Subsequent Amendments Having Density Of 40Kg / M3 Sandwiched Between 0.5Mm Thick Pre Painted Galvanized Steel Sheet As Per Is-14246-95 With Subsequent Amendments With 18-20 Microns Of Exterior Polyester Coating Of White Colour On Epoxy Primer On Both Sides. The Basic Substrate Shall Be Gr-120 Hot Dip Galvanised Steel. The Panels Shall Be Made By Continuous Line And Shall Be Joined Together By Means Of Tongue And Groove Joint System. The Joints Shall Be Made Totally Air Tight By Using Proper Sealant. The Puf Panels Shall Be Closed Shall Content Of 90%-95%, Thermal Conductivity Of 0.023 At 10°C ( W / Mk ) , Compressive Strength Of 2.1Kg / M² ( At 10% Deformation ) , Water Vapour Permeability Of 0.08-0.12 G / H / M², Self Extinguishingproperty.The Job Shall Include Providing And Fitting Of U-Channel, Inner Corner Flashing, Outer Corner Flashing, Hold Fasteners, Screws Silicon Sealant And Pu Foam Etc As Per Requirement At Site. The Panels Shall Be Of Following Thickness: 5 100 Mm Thick 6 50 Mm Thick 7 Providing And Fixing First Class Kail Wood Work In Frames 8 And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners. 8 Providing And Fixing 12Mm Thick Flat Pressed 3 Layer Particle Board Or Graded Wood Particle Board. 9 Providing And Fixing 30Mm Thick Factory Made Laminated Veneer Lumber Glazed Shutter Conforming To Is:14616 Using 4Mm Thick Float Glass Panes For Door. 10 Applying Priming Coat With Ready Mixed Pink Or Grey Primer Of Approved Brand On Wood Work 11 Painting With Oil Type Wood Preserative Of Approved Brand On New Work 12 Providing And Fixing 4Mm Thick Ordinary Float Glass Panes. 13 Providing And Fixing Of Pre-Coated Galvanized Profile Sheets 0.50 Mm Tct Having A Crest Height Of 28-32 Mm At 195 Mm Pitch And Effective Width Of 975-1000 Mm Andlength To Suite Requirement To Purlins Using Self-Drilling And Self-Tapping Fasteners Of Reputed Make With Purlin Sheet Using Self-Drilling And Self-Tapping Fasteners Andfixing Flashings, Valleys And Ridges Of Color Coated Galvanized Plain Sheet Of Reputed Make. 14 Provifing & Fixing Of 8 Guage Gi Chain Link Fencing. The Job Includes Providing And Fixing Of 10 Mm Dia , 40Mm Long Nuts , Bolts & Washers And Welding As Required. 15 Earth Excavation In Soft Hard Soil Including Dressing Of Sides And Ramming Of Bottom Including All Lifts And Leads As Per Directions Of Site Incharge Including Dressing Of Theexcaveted Material At The Dumping Site Complete. 16 Providing And Laying Of Stone Soling Tightly Hand Packed Under Foundations, Footing Etc, Including Ramming And Dressing And Carriages Of Material From Source To Site Ofwork Complete In All Respects. 17 Cast In Situ Of Concrete Work M25 ( 1:4:8 ) Nominal Maximum Size Of The Stone Aggregate 40Mm Volumetric Batching Up To The Plinth Level Including Curing Butexcluding Form Work Costs. 18 Reinforced Cement Concrete ( 1:2:4 ) For Foundation Blocks. 19 Centering & Shuttering Including Strutting, Propping Etc And Removal Of Form For Foundation. 20 12 Mm Cement Plaster In 1:6 Mix With All Leads Of Carriage Upto Site Of Work And Curing Complete. 21 Providing Assembling And Placing High Strength Deformed Steel Bars Of Fe 415 Grade ( Confirming To Is1786-1985 ) For Rcc Work Including Cost Of Binding Wires In Foundation. 22 Providing And Laying Of Crushed Stone Aggregate ( Single Size ) 65Mm Nominal Size. 23 Providing And Fabrication Of Support Structure For Double / Tripple Panel Radiators To Be Installed On Aluminium Partition. The Job Includes Vertical Fxing Of 50X50x5mm Hollow Square Section ( 03 NoS Of 01 Meter Length Each ) By Way Of Grouting On Floor. The Vertical Menbers Shall Further Be Supported On Aluminium Section By Way Of Fixing 6 Inch Ms Strips Of Required Number So That The Structure Could Withstand The Load Of Tripple Panel Radiator. Proper Fixing Arrangement Shall Be Made For Hanging Of Radiators. The Whole Structure Shall Be Painted ( 02 Coats ) With The Matching Shade Of Aluminium Section 24 Providing And Fabrication Of Support Structure For Single Panel Radiators To Be Installed On Aluminium Partition. The Job Includes Vertical Fxing Of 50X50x5mm Hollow Square Section ( 02 NoS Of 01 Meter Length Each ) By Way Of Grouting On Floor. The Vertical Menbers Shall Further Be Supported On Aluminium Section By Way Of Fixing 6 Inch Ms Strips Of Required Number So That The Structure Could Withstand The Load Of Single Panel Radiator. Proper Fixing Arrangement Shall Be Made For Hanging Of Radiators. Thewhole Structure Shall Be Painted ( 02 Coats ) With The Matching Shade Of Aluminium Section. 25 Providing And Fabrication Of Support Structure For Air Washer By Way Of Verical Fixing Of 100Mm Ms C Class Pipe ( 03 NoS Of 02 Meter Length Each ) By Way Of Groutingon Floor. One Side Of The Structure Is To Be Supported On The Already Existing Steel Structure. The Job Further Includes Laying Of Cement Concrete Foundation Blocks In1:2:4 Mix Of Size 1X1x1. Necessary Excavation / Soling Etc Needed For These Blocks Is Included In The Cost. 10Mm Plate Of Size 1Xl Is To Be Welded At The Bottom For Grouting On The Foundation Block. The Platform At The Top Of Size 6.5 X 7 Is To Be Made From Ismc 100 & Ismc 75 As Per Directions Of Site Incharge. Inspection Platform Of Size 16X7 Is To Be Made For Carrying Out Routine Maintenance. 26 Providing Of Support Structure For 2500 Cfm Ahu By Way Of Verical Fixing Of 100Mm Ms C Class Pipe ( 04 NoS Of 02 Meter Length Each ) By Way Of Grouting On Floor. The Job Further Includes Laying Of Cement Concrete Foundation Blocks In 1:2:4 Mix Of Size IXlXi. Necessary Excavation / Soling Eto Needed For These Blocks Is Included In The Cost. 10Mm Plate Of Size 1Xl Is To Be Welded At The Bottom For Grouting On The Foundation Block. The Platform At The Top Of Size 4X8 Is To Be Made From Ismc100 & Ismc 75 As Per Directions Of Site Incharge. Inspection Platform Of Size 16X7 Is To Be Made For Carrying Out Routine Maintenance. 27 Making Cutouts Of Size 1Xl In The Bathroom Walls ( 9 Thick ) By Mechanical Means For Exhaust Fans. Gi Duct Frame Of Same Size Is To Be Inserted Inside The Cut-Out.The Job Includes Plastering Of The Cutout ( Inside & Outside ) In Order To Make The Walls Good. Brick And Cement Debris Is To Be Disposed Off Outside The Building As Directed By Site In Charge. The Job Is To Be Carried Out With Utmost Care In Order To Avoid Any Damage To Floor And Wall Tiles. The Cut-Outs Are To Be Made On Following Floors: 28 Ground Floor 29 First Floor 30 Second Floor 31 Third Floor 32 Fourth Floor 33 Making Cutouts Of Size 4Xl In The Corridor Walls ( 9 Thick ) Of The Main Building & Service Block By Mechanical Means For 7500Cfm Axial Flow Fans. Gi Duct Frame Of Same Size Is To Be Inserted Inside The Cut-Out. The Job Includes Plastering Of The Cutout Inside &Outside ) In Order To Make The Walls Good. Brick And Cement Debris Is To Be Disposed Off Outside The Building As Directed By Site In Charge. The Job Is To Be Carried Out With Utmost Care In Order To Avoid Any Damage To Floor And Wall Tiles. The Cut-Outs Are To Be Made On Following Floors: 34 Ground Floor 35 First Floor 36 Second Floor 37 Third Floor 38 Fourth Floor 39 Providing & Fixing Of Brick Work With Commom Burntclay Fps ( Non Modular ) Bricks Of Class Designation 75 Infoundation & Plinth In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 40 Closing Of Cutouts In Hdu Ward By Way Of Brick Work ( 9 Thick ) . The Job Includes Plastering In Order To Make Walls Good. The Job Is To Be Carried Out With Utmost Carein Order To Avoid Any Damage To Floor And Wall Tiles. The Size Of The Cutouts Is As Follows 41 2X4 42 1X1 43 Providing And Fixing Of Slim & Compact 12Watt Led Bulb. Make:Havells / Syska / Equivalent 44 Providing And Laying Of Pvc Insulated 2 Core Copper Cable 6 Sqmm.Make:- Havells / L&T / Cromton 45 Providing And Fixing Of Mcb Box 8 Way Double Door Along With McbS Of Required Capacity & Number.