Tender For Construction Of Omni Bus Stand Sathy Road In Ward No.48, Central Zone.; 1 Dismantling The Existing Damaged Rcc Slab As Per Deparmental Officer Etc., Complete 2 Desilting The Existing Drain As Per The Instruction Ofdepartmental Officer Etc., Complete 3 Dismantling The Existing Damaged Cement Concrete As Per The Instruction Of Departmental Officers Etc., Complete 4 Providing Pile Foundation Of Size 300 Mm Dia Using Augur Including Labour Charges And All Other Tools And Plants Charges.Departmental Officers 5 Earth Work Excavation In All Kinds Of Soil Including Sand, Silt, Wet Sand Under Water, Black Cotton, Stiff Black Cotton, Clay, Hard Stiff Clay, Hard Red Earth, Murram, Stoney Earth, Gravel And Shales Etc. Excepting All Kinds Of Rock And Boulders Exceeding 0.014 Cum. In Volume Including Rough Dressing And Dumping The Excavated Materials Away From Work Site Manually Within 50 Intial Lead And 2M Intial Lift As Per The Direction Of Engineer In Charge 6 Earth Work Excavation Foundation In All Soils And Sub Soils Including Softdisintegrated Rock And Soft Rock To The Fulldepth As May Be Directed Except In Hard Rockrequiring Blasting, Including Necessary String, Strutting, Shuttering, Bailing Or Pumping Outsub Soil Water, Removal Of Slush Wherevernecessary And Also Including Refilling Thesidesof Foundations With Excavated Soil In Layers Of15cm, Thick Well Rammed And Consolidateddepositing Thesurplus Earth Within Ghtecompound In Places Shown By The Departmental Officers With All Leads And Liftsand Clearing And Levelling The Site Etc. 7 Supplying And Laying Of 4 Pvc Pipe Including Necessary Jointing Materials Link, Cement Etc. Complete 8 Supplying And Laying Of Rcc Hume Pipe Including Necessary Jointing Materials Link, Cement Etc. Complete For 230 Mm Dia Pipe. 9 Cement Concrete 1:4:8 ( One Cement, Foursand And Eight Aggregate ) Using 40Mm Hardbroken Granite Stone Jelly For Foundationincluding Dewatering If Found Necessary Andlaid In Layers Of Not More Than 15 Cm Thickand Compacted Etc., Complete Complying Witstandard Specification. 10 Supplying, Fabricating And Placing In Position Tmt / Ctd Rods For All Rcc Works Including Cost Of Steel And Binding Wire Also In All Floors Complete Complying With Standard Specification 11 Supply And Erecting Shuttering Including Necessary Supports For Plane Surfaces Such As Rcc Column, Footing, Plinth Beam, Stair Case Etc., In All Floors Using Mild Steel Sheets Of 90Cm X 60Cm And 10 Gauge Stiffened With Welded Mild Steel Angle For Boarding Supported By Casurina Props At Suitable Intervals Etc., Completed Complying With Standard Specification And As Directed. Sl.No.122 12 Supplying And Erecting Centering For Sides Soffits Including Supports And Strutting Upto 3.29M High For Plain Surface Such As Rectangular Column Top And Bottom Slabs Of Boxing, Sill, Slabs, Sun Shade Etc., In All Floors Using Mild Steel Slabs Of Sizes 90Cm X 60Cm And Bg 10 Stiffened With Welded Mild Steel Angles Of Size 25X25x3mm For Boarding Laid Over Country Wood Joists Of Size 10Cm X 6.5Cm Spaced At About 90Cm C / C And Supported By Casurina Props Of 10Cm To13cm Dia Spaced At 75Cm C / C Etc., Complete As Directed. Sl.No.123 C Part-Ii 13 Supplying And Erecting Centeringfor Sides And Soffits Including Supports And Strutting Upto 3.29M High For Plane Surfaces Such Asrectangular Columns, Top And Bottom Slabs Of Boxing, Sill Slabs, Sun Shadesetc., In All Floors Using Mild Steel Sheets Of 90Cm X 60Cm And Bg 10 Stiffened Withwelded Mild Steel Angles Of Size 25Mm X 25Mm X 3Mm For Boarding Laid Over Country Wood Joists Ofsize 10Cm X 6.50Cm Spaced At About 90Cm Centre To Centre And Supported By Casuarina Props Of 10Cm To 13Cm Dia Spaced At 75Cm Centre To Centre Etc., Complete As Directed 14 Supplyingand Erecting Shutttering Including Necessary Supports For Plane Surfaces Such As Drain Wallsetc, Using Mild Steel Sheets Of Size 90Cm X 60Cm And Bg 10 Stiffened With Welded Mild Steel Angles For Boarding Supported By Casuarinas Props At Suitable Intervals Etc., Complete Complying With Standard Specification And As Directed. 15 Supplying And Erecting Centeringfor Sides And Soffits Including Supports And Strutting Upto 3.29M High For Plane Surfaces Such Asrectangulartop And Bottom Slabs Of Boxing Using Mild Steel Sheets Of 90Cm X 60Cm And Bg 10 Stiffened Withwelded Mild Steel Angles Of Size 25Mm X 25Mm X 3Mm For Boarding Laid Over Country Wood Joists Ofsize 10Cm X 6.50Cm Spaced At About 90Cm Centre To Centre And Supported By Casuarina Props Of 10Cm To 13Cm Dia Spaced At 75Cm Centre To Centre Etc., Complete As Directed 16 Providing And Laying In Position Standardised Concrete Mix M-20 Grade In Accordance With Is 456 - 2000 Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items Of Works With Minimum Cement Contenet Of 325Kg / Cum And Maximum Water Cement Ratio Of 0.55 Including Admixture ( Plasticiser / Super Plasticiser ) In Recommended Proportions As Per Is 9103 To Accelerate, Related Setting Of Concrete, Improve Workability Without Imparing Strength And Durability With About ( 5.0Cum ) , 7730Kg Of 20Mm Machine Crushed Stone Jelly And With About ( 3.3 Cum ) , 5156Kg Of 10 - 12Mm Machine Crushed Stone Jelly And With About ( 4.79Cum ) 7670 Kg Of Crushed Stone Sand ( M- Sand ) , But Excluding Cost Of Reinforcement Grill And Fabricating Charges Centering And Shuttering But Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc And Providing Fixtures Like Fan Clamps In The Rcc Floor / Roof Slabs Wherever Necessary Without Claiming Extra Cost Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers - 17 Plain Cement Concrete 1:3:6 ( One Cement, Three Sand And Sixaggregate ) Using 20Mm Hard Brokengranite Stone Jelly For All Cc Items Of Workexcludingcentering, Shuttering, And Cost Of Reinforcement Grill But Including Curing Finishing Etc., Complete Fixtures In Cc Works Wherever Necessary As Directedby Departmental Officer Etc., Complete. 18 Plain Cement Concrete 1:2:4 ( One Cement, Two Sand And Fouraggregate ) Using 20Mm Hard Brokengranite Stone Jelly For All Cc Items Of Workexcludingcentering, Shuttering, And Cost Of Reinforcement Grill But Including Curing Finishing Etc., Complete Fixtures In Cc Works Wherever Necessary As Directedby Departmental Officer Etc., Complete. 19 Reinforced Cement Concrete 1:2:4 ( One Cement, Two Sand And Fouraggregate ) Using 20Mm Hard Brokengranite Stone Jelly For All Cc Items Of Workexcludingcentering, Shuttering, And Cost Of Reinforcement Grill But Including Curing Finishing Etc., Complete Fixtures In Cc Works Wherever Necessary As Directedby Departmental Officer Etc., Complete. 20 Providing And Laying In Position Standardised Concrete Mix M-20 Grade In Accordance With Is 456 - 2000 Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items Of Works With Minimum Cement Contenet Of 325Kg / Cum And Maximum Water Cement Ratio Of 0.55 Including Admixture ( Plasticiser / Super Plasticiser ) In Recommended Proportions As Per Is 9103 To Accelerate, Related Setting Of Concrete, Improve Workability Without Imparing Strength And Durability With About ( 5.0Cum ) , 7730Kg Of 20Mm Machine Crushed Stone Jelly And With About ( 3.3 Cum ) , 5156Kg Of 10 - 12Mm Machine Crushed Stone Jelly And With About ( 4.79Cum ) 7670 Kg Of Crushed Stone Sand ( M- Sand ) , But Excluding Cost Of Reinforcement Grill And Fabricating Charges Centering And Shuttering But Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc And Providing Fixtures Like Fan Clamps In The Rcc Floor / Roof Slabs Wherever Necessary Without Claiming Extra Cost Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers - 21 Reinforced Cement Concrete 1:1.5:3 ( One Cement, One And A Half Sand And Three Aggregate ) Using 20Mm Hard Broken Granite Stone Jelly For All Rcc Items Of Work Excluding Centering, Shuttering, And Cost Of Reinforcement Grill But Including Curing Finishing, Vibrator Charges Etc., Complete And Also Including Fixing Fan Clamps And Fixtures In Rcc Works Wherever Necessary As Directed By Departmental Officer Etc., Complete. 22 Refilling With Excavated Earth Including Watering And Ramming And Making The Surface To The Existing Ground Level. 23 Supplying And Filling In Foundation Andbasement With Well Gravel In Layers Of Not More Than 15Cm Thick Well Rammed Watered And Compacted Etc., Complete Complying With Standard Specification. 24 Brick Work In Cement Mortar 1:5 ( One Cement Andfive Sand ) Using Best Quality Of Second Class ( Table Molded Chamber Burnt ) Bricks Of Size 9X4 ½X3 For The Following Including Curing Etc., Complete Complying With Standard Specifications. ( Masonry Projections Wherever Necessary For Obtaining The Required Elevation Shall Be Done Without Extra Cost. 25 Brick Partition Walls Using Ii Class Ground Moulded Chamber Bricks Of Size 9X43 / 8X 23 / 4In C.M 1:3 ( One Part Of Cement And Three Part Of Crushed Stone Sand ( M- Sand ) ) Using Hoop Iron Reinforcement, If Found Necessary Standard Specification Including Finishing, Curing, Etc., Complete Complying With Standard Specification - 10 Sqm 26 Supplying Of Man Hole Cover And Frame ( Sfrc ) Is 12592 Including Fixing Etc.600Mmx600mm Square Type As Direction By Departmental Officer Etc., Complete 27 Supplying Of Man Hole Cover And Frame ( Sfrc ) Is 12592 Including Fixing Etc.600Mm Dia Circle As Direction By Departmental Officer Etc., Complete 28 Plastering In Cm 1:3 Mix 10Mm Thick Including Cost And Conveyance Of All Materials And Labour Charges Etc., Complete 29 Plastering With Cement Mortar 1:5 ( One Cement And Five Sand By Volume ) 12Mm Thick For All Internal / External Surfaces Like Super Structure, Rainwater, Ducts, Elevation In All Floors Complying With Standard Specifications. 30 Weathering Course With Concrete Broken Brick ( S.I.No.278 ) & ( P & D ) Data 54.Jelly 20Mm Gauge In Pure Slaked Lime ( No Sand To Be Added ) Over Roof Slab, The Proportion Of Brick Jelly To Lime Being 32 To 12.5 Well Beated With Wooden Beaters For Giving Required Slope And Thickness As Directed By The Departmental Officers Etc., Complete.-10 Cum 31 Finishing The Top Of Roof With One Course Of Machine Pressed Tiles Of Size 200 Mm X 200 Mm X 20 Mm Of Approved Quality In Cement Mortar 1:3 ( One Part Of Cement And Three Part Of Plastering Sand ( P- Sand ) ) , 12 Mm Thick Mixed With Water Proofing Compound Conforming To Iss At 2% By Weight Of Cement Used And The Joints Pointed Neatly To Full Depth Of Tiles With The Same Cement Mortar Mixed With Red Oxide And Water Proofing Compound Including Curing Etc., Complete 32 Paving The Floor With Double Charged Vitrified Tiles Of Approved Quality And Colour Of Size 600X600x8mm Thick Of Approved Make, Quality And Colour In All Floors Over A Base Layer Of Cement Mortar 1:3 ( One Part Of Cement And Three Part Of Plastering Sand ( P- Sand ) ) , 20Mm Thick And Laid Straight Alignment And Pointed Neatly With Colour Cement At The Rate Of 0.40Kg / M2 Laid Without Any Air Gap In The Tiles Neatly And Fixing In Position As Per Standard Specifications And As Directed By The Departmental Officer.The Colour & Quality Of Tiles Should Be Got Approved By Municipal Engineer Before Use On Work 33 Dadoing The Walls With First Quality Color Glazed Tiles Of 305 X 200 X 6Mm Laid In Cm 1:2 Mix To 10Mm Thick And Painting With White Cement Using 0.40Kg / Sqm Includes Joint Finishing Painting With Tiles Surface Etc., Complete. 34 Providing And Fixing Acoustic Wall Panelling ( Equivalent To Armstrong ) In Channelled Wood Works Perforated Panels Of Width 192Mm, Thickness Of 15Mm And Length Of 2400Mm Or As Per Required By The Departmental Engineer Made Of A High Density Fibre Board With Minimum 725 Kg. / M3 Density Substrate With A Laminated Facing As Per The Approved Shade And Finish And A Melamine Balancing Layer On The Reverse Side. The Boards Shall Have A Special Peforation Pattern Where The Visible Surface Has A Helmholtz Fluted Perforation Of 3Mm Width And 21Mm Of Visible Panel Nos. The Edges Of The Panels Shall Be Tongue-And-Grooved To Receive Special Clips For Installation. The Back Of The Perforated Panel Shall Have Sound Absorbing Non Woven Acoustical Fleese Having Nrc Of 0.52. The Panels Shall Be Mounted On Special Aluminium Splines Using Clips Provided By Armstrong And Approved By The Engineer-In-Charge. 35 Providing And Fixing Casement Doors Fabricated From Un-Plasticized Polyvinyl Chloride ( Upvc ) Sections Profiles: The Profiles Should Be Three Chamber System Which Provides High Insulation Properties With Outer Frame 60Mm X 55Mm With An Outer Wall Thickness Of 2.4Mm. The Window Unit Should Be Designed With All Corner Joints Mitred And Fusion Welded. Windows Should Be Steel Reinforced With 25 X 24 X 25Mm Steel Reinforcement With A Thickness Of 1Mm To Have Dimensional Stability. The Sash Should Be Of 60 X 102Mm. The Mullion Should Be Of 60 X 74Mm. The Profiles Should Have Co-Extruded Seals.Hardware: All The Hardware Like Friction Stays, Handles Should Be Screwed With Self Tapping Screws. The Handles, Locks Should Be Designed So That They Cannot Be Released From Outside.Glazing: The Window System Should Be Glazed With 5Mm Plain Float Glass / 6Mm Bison Lam. Installation: The Profiles Should Be Cut To Length And Welded 45 Degrees. The Window Should Be Designed Such That The Water Drainage Does Not Pass Through The Reinforcement Chamber. The Window System Should Be Fixed Directly To The Plastered Brick Wall Using Self Expanding Nylon Plug And Driving Ms Electroplated Screws Into Plug 36 .Supplying And Laying In Flooringwith Fully Polished Sinthetic Grey Colour Granite Stone Of 20Mm Thick ( Average ) Of 4 X 2 In Size Laid Over Base Layer Of Cementmortar 1:3 ( One Cement And Three Plastering Sand ) - 20 Mm Thick And Applying Cement Slurry &Pointed With White Cement And Colour Pigments To The Colour Of Stones And Polished Neatly As Directed By The Deparmental Officers 37 Supplying And Fixing Upvc ( Un-Plasticized Polyvinyl Chloride ) Doorsof Casement Type ( Open ) From The Profile The Size Of Outer Frame 60Mm X 58Mm And Shutter Profile Are Reinforcement With Gi / 1Mm 25Gsm And 100% Corrosion Free, The Profiles Are Multi Chambered Sections With Wall Thick Of 2Mm. The Epdm Rubber ( Black Colour ) Covered With Over All The Edges Of Frame And Shutter The Shutter Will Be Provided With Spag Multi Power Point Locks And Also It Operates As Handle. The Corners And Joints Should Be Welded And Cleaned. Radiations Free Pin Headed Plain Or Brown Olour Glass 4Mm Thick Should Be Provided To The Shutter And It Should Not Allow Leakage Of Water Even At Most Ranging Storms And Should Have Key Lockable Action, Security Protective Hinges, Strong Locking Systems And As Per Size For Arresting Noise And Energy Loss. The Connecting Mechanism Between Sash And Outer Frame That Enables Opening Of The Window. The Window Should Be Fixed To The Wall With 100% Packing With Screws And Silicon Packing All Round The Frames. The Window Should Be Got Approved From The Executive Engineer Before Use On Work 38 Providing Of 35Mm Thick Factory Made Pre-Laminated Abs ( Acrolynitrile Butadiene Styrene ) Door Shutter Moulded In Different Designs, Consisting Of All Round Frame Made Out Of Water Proof Solid Foam Pvc Bar Of Size 20 X 32Mm, Reinforced By 32 X 32Mm - 2 Nos., For Vertical Made Out Of Lvl ( Laminated Veneer Lumber ) , Core Material Of 32Mm Thick Igh Density Craft Paper Honey Comb Board, Sandwiched On Both Sides With Pre-Laminated Abs Sheet Thickness Of 1.5Mm. Pvc Edge Banding Of Size 0.45Mm On The Vertical Sides. Hardware Made Out Of Steel Coated Butterfly Hinges - 3 Nos., For Each Shutter And Isi Make Ss Round Lock Complete For Finished Item Of Work, Complete Complying With The Standard Specification. The Door Shutter And Frame Should Be Got Approved From The Executive Engineer Before Use On Work 39 Supplying And Fixing Upvc ( Un-Plasticized Polyvinyl Chloride ) Louvered Ventilators Of From The Profile The Size Of Outer Frame 60Mm X 58Mm And Shutter Profile Size Of 60 X 78Mm Both Profiles Are Reinforced With Gi / 1Mm 125Gsm And 100% Corrosion Free, The Profile Are Multi Chambered Sections With Wall Thick Of 2Mm. The Epdm Rubber ( Black Colour ) Covered With All Over The Edges Of Frame And Shutter. The Corners And Joints Should Be Welded And Cleaned. Radiations Pin Headed Glass 4Mm Thick Should Be Provided In The Louvers. The Window Should Be Fixed To The Wall With 100% Packing With Screws And Silicon Packing All Round The Frames. The Ventilator Should Be Got Approved From The Executive Engineer Before Use On Work 40 Supplying And Fixing Of Brass Dye Cast Letters Of Approved Size And Colour. The Colour Treatment Process Is Achied With Mrf Colourcoat And Then The Processed Coloured Layer Is Set Into The Kiln For The Heat Treatment Process For The Following Size. ( Sos Pg:-72 ) 41 40A. English Brass Letters ( 25Cm ) 42 40B. Tamil Brass Letters ( 25Cm ) 43 Design, Supply Anderection Tensile Membrances Structureof High Tensile Strength, Primary And Secondary Steel , Hardware And Accessories, Including The Fabrication Of Steel Structure Made Out Of Ms Structural Steel Tubular Section Of High Yield Strength As Per Relevant Is Codes. The Tensile Membrane Roof Covershall Be Of Pvc Coated Polyester Composite Membrane Of Approved Make And Quality Including Membrane Cutting Seaming And Hf Welding As Per Manufacturer Standards. The Membrane Shall Be Fixed To Ms Structural Members With Necessary Ss Plates, Lugs, Clamping Plates As Required. The Membrane Shall Be Stretched And Tensioned As Per The Design Approved. The Membrane Shall Be Flame Resistant, Fungicide Finish, High Tear Out Force And Continued Tear Out Force, Well Wieldable, Good Uv Resistance, High Water Pressure Resistance And Very Low Maintenance. This Work To Be Executed With Specialized Agency.Etc Complete As Per The Direction Of The Departmental Officers. 44 Supplying And Laying Rubberised Interlocking Paver Blockm40 Grade Providing And Laying Of83mmthick High Strength Type Conforming Is 15658-2006 Of Rubberized Interlocking Paver Lock In Size Of Minimum Compressive Strength Of 40N / Mm2 In Uniform Shape Of Approved Make To Be Laid In Flurring Bone Pattern With Sand Cushion Below The Uniform Shap Of Approvednon Skitting Surface In The Top And The Rate Including Levelling The Base Preparation Ofpavers As Sub Base, Sand Cushion 150Mm Thick Layingout Of Pavement Cut The Pieces To Fix The Edge Vibring The Pavers, Sweeping Tranporting Loading Unloading Of Laying Paver Block As Per Standard Specification, 45 Supplying And Laying Rubberised Interlocking Paver Blockm40 Grade Providing And Laying Of83mmthick High Strength Type Conforming Is 15658-2006 Of Rubberized Interlocking Paver Lock In Size Of Minimum Compressive Strength Of 40N / Mm2 In Uniform Shape Of Approved Make To Be Laid In Flurring Bone Pattern With Sand Cushion Below The Uniform Shap Of Approvednon Skitting Surface In The Top And The Rate Including Levelling The Base Preparation Ofpavers As Sub Base, Sand Cushion 150Mm Thick Layingout Of Pavement Cut The Pieces To Fix The Edge Vibring The Pavers, Sweeping Tranporting Loading Unloading Of Laying Paver Block As Per Standard Specification, 46 Painting With First Quality Emulsion Paint Two Coats Over A Priming Coat Including Thorough Cleaning, Scrapping, Removal Of Dust And Including Necessary Plaster Of Paris Putty Works Wherever Required Etc., Completed 47 Painting Two Coats For Interior Surface With Approved Interior Plastic Emulsion Paint Approved Quality And Colour Over A Priming Coat, Including Thorough Scrapping, Clean Removal Of Dirt, Etc Complete And Including Necessary Plaster Of Paris, Putty, Wherever Required Etc, Complete As Per Standard Specification. 48 Flooring Finishing Cement Based Hydraulic Anti Skid Tiles All Colours Of Size 305Cm X 305Cm X 6Mm Laid In Cement Mortar 1:3 Mix To 20Mm Thick And Painting With White Cement Using 0.30 Kg / 1M2 Including Finishing The Jointing And Painting Flush With Tiles Surface Etc., Complete - 10 M2 49 European Water Closet ( White ) With P Or S Trap With Double Flapped Seat And Seat Cover With Brass Highes And 10 Litre Capacity Pvc Low Level Flusing Tank With All Internal Fittings 50 Supplying And Fixing In Position Of Indian Make Whitewater Closet Of Size In 580Mm * 440Mm Weight Glassed Earthan Ware Of Approved With P Trap ( Or ) S Trap Foot Rest And Filling All Round The Closet Using 20Mm Broken Brick Jally In 10Cm Thick And Plaster In C.M. 1:3 12 Mm Thick Including Fixing In Position Levelling Complete With Necesary Connection As Per Standard Specification 51 Supply & Fixing Of Wash Basin Of Sizes 550 X 400 Mm With All Accessories Such As Cast Iron Brackets, 32Mm Dia Cp Wastage Coupling, Rubber Plug And Chain 32Mm Dia B Class Gi Waste Pipe, 15Mm Dia Gm Wheel Valve 15Mm Dia Nylon Connection, 15Mm Cp Piller Tap Etc., Complete 52 Supply And Manufacturing Of Rcc Precast Slab 75Mm Thickin Cc 1:2:4 Mix Using 20Mm Broken Jelly Including Water Curing, Moulding, Charges Etc., Complete As Per The Direction Of Departmental Officers 53 Hoisting Of Rcc Precast Slab 100Mm Thickjonting And Water Curing Etc Complete., 54 Supplying And Fixing 600Mm Dia Circular Sfrc Man Hole Cover Complete Complying Withstandard Specification. 55 Supply And Delivery Of Borewell Submersible Pumpset1.5 Hp With Vertical Type With All Accessories With Latest Fs8034 In General For The Following Duty Conditions The Pumpset Should Have Diagonally Balanced Bronze Impler And Stainless Shaft For Motor And Pump And Directly Coupled To A Suitable Capacity Continuous Rated Three Phase Fifty Cycles 22 / 440 Volts Ac Supply Motor Should Be As Per Isi With Upto Date Amendment. The Starter Winding Should Be Made From High Conductivity Pvc Insulated 3 Core Flat Copper Cable Of Suitable Size Of Work. 56 Supply Of Pvc Insulated & Sheathed 1.5 Sq.Mm3 Core Flat Type Copper Cable. 57 Supply Of Delivery Of The Following Materials Approved Brand As Per List With Isi Marking And As Approved The The Corporation Officers. 58 25 Mm Upvc Pipe 59 25 Mm Upvc Coupler 60 25 Mm Upvc Elbow 61 25 Mm Upvc Tee 62 25 Mm Gun Metal Gate Valve 63 25 Mm Upvc Union 64 Supply & Fixing Of Hdpe Tank With Approved Brand And Color Etc., Complete 65 Supply And Delivery And Fixing Of Pvc Tank As Per Is 12701 / 1996 Including Loading, Unloading, Transportation And Labour Charges For Fixing Of The Gi Pipes And Specials For Pipe Connection Works Including Cutting, Threading And Fixing Charges Etc., 66 Supply And Fixing Of Mild Steel Door Using All Round L Angle 25X25x6mm Thick, Cross Bracing 20X6mmm.S.Flat And 20Mm Sq Rod , With Necessary Locking Arrangements Including Cost And Conveyance Etc., 67 Painting New Iron Work For Doors, Windows, Grills, Weld Mesh Sceens Etc., Two Coats Over One Coat Of Prime Including Necessary Plaster Of Paris Putty Works Wherever Required Etc., Completed 68 Wiring With 2 X 15 Sq.Mm ( 220 / 0.3 ) Pvc Insulated Sc Unsheathed Cu Conductor Of 1100V Grade In Suitable Pvc Rigid Pipe Concealed In Wall Andceilingwithpvcaccessoriesinflushvalve With3mmthickhylumsheetcoverwithtw Switch Box And 5Aft Switch With Continous Earth Wireconnectionof14swgtcwireformaking Good Of Concealed Portion With Suitable Color Pvc Concealed Light Or Fan Point. ( Sd23 ) 69 Wiring With 2 X 1.5 Sq.Mm. ( 22 / 0.3 ) Pvc Insulated Sc Unsheathed Copper Conductor Of 1100V Grade In Suitable Pvc Rigid Pipe Concealed In Wall And Ceiling With Pvc Accessories In Flush With Wall With 3Mm Thick Hylum Sheet Cover With Tw Switch Box And 5A Ft Switch With Continuous Earth Wire Connection Of 14 Swg Tc Wire For Makinggood Of The Concealed Portion With Suitable Colour For Pvc Concealed Light Point / Fan Point ( For Electronic Regulator ) ( Sd 24 ) 70 Wiring With 2 X 1.5 Sq.Mm. ( 22 / 0.3 ) Pvc Insulated Sc Unsheathed Copper Conductor Of 1100V Grade In Suitable Pvc Rigid Pipe Concealed In Wall And Ceiling With Pvc Accessories In Flush With Wall With 150Mm X 100Mm X 113Mm Tw Switch Box With 3Mm Thick Hylem Sheet Cover For 5A 3 Pin Non Inter Locking Wall Socket With 5A Flush Type Switch With Continuous Earth Wire Connection Of 14 Swg Tc Wire And Making Good Of The Concealed Portion With Suitable Colour For Concealed Pvc Plug Point. ( Sd38 ) 71 Wiring With 2 X 4 Sq.Mm. ( 56 / 0.3 ) Pvc Insulated Sc Unsheathed Copper Conductor Cable Of 1100V Grade In Suitable Pvc Rigid Pipe Concealed In Wall And Ceiling With Pvc Accessories In Flush With Wall With 150Mm X 100Mm X 113Mm Tw Switch Box With 3Mm Thick Hylem Sheet For 15A 3 Pin Non Inter Locking Wall Socket With 15A Flush Type Switch With Continuous Earth Wire Connection Of 14 Swg Tc Wire And Making Good Of The Concealed Portion With Suitable Colour For Concealed Power Plug Point ( Sd40 ) 72 Supply And Run Off 2 Of 2.50Sqm Pvc Insulated Single Coreunsheathedcopperconductorcableof1100v Gradewithisimark Confirmingtois:694 / 1990With Continuous Earthconnectionbymeansof1.50Sqm Pvcinsulatedsinglecoreunsheathedcopper Conductorcableconfirmingto Is:694 / 1990In Suitable Pvcrigidpipe1.8Mmthickconcealedinwall For Mainsincludingthecostofpvcpipesandspecials Cables, Cement, Brass Screws, T.W Plugs, Saddles And Labouretc., Complete In All Respectsas Directed By The Departmental Officers. ( Derived From Sd 55 ) 73 Supplying And Run Off 8 Swg Copper Wire On Walls Or Below Ground Level With Necessary ’U’ Nails, Earth Work Excavation Andrefilling&Includingthecostofal Materialsetc., Complete In All Respects As Directed By The Departmental Officers. ( Sd 75 ) 74 Supply & Fixing Of Single Box Tpe 420W Flu Fitting Complete With Copper Choke And Condenser Tw Round Blocks On Wall Ceiling With Flu Tube Pvc Unsheated Copper Test From Terminals To Be Fitted Etc., Complete.Sor 2021-2022P.No114 75 Supply And Fixing Of 300Mm ( 12 ) Sweep ( Light Duty ) Ac Exhaust Fan Complete With Necessary Wall Opening Andmaking Good Of The Walletc As Directed. 76 Supply & Fixing Of Street Light Of 30W Led Street Light Of Approvedbrandand Quality With Required Materials Like Pipe, Clamp Etc., Complete.Sor 2021-2022P.No115 77 Supplyand Fixing Of Tneb Meter Board Suitable For 32Athreephaseserviceconnectionwith32afuse Unit ( 500V ) 32Aneutrallinkandearthlink ( 1”X1 / 8 Copperflat ) Ont.Wplankofsize 600Mmx450mmx 19Mm With Supportingt.W.Reepers Of 1 Thickoneither Sider With Painting Withsuitable Bolt And Nuts For Fixingthetwplankonwallwithearthconnectionand Interconnectionwith7 / 20Pvcinsulatedcopperwire From Ebmeter To Fuse Unit. Sd 127 ) 78 Supply And Fixing Of 8 Way Single Pole And Neutral Mcb Sheet Steel Enclosure Distribution Board With Double Door ( Metal ) 1 No. 32A Dp Mcb As Incoming And 6 Nos. 6A To 32A Spmcb Outgoing In Flush With Wall And Making Good Of The Concealed Portion With Earth Connection Only. The Mcb Db And McbS Should Be With Isi Mark ( Like Standard Make ) ( Sd 167 ) 79 Earthling As Per Isi Specification With An Earth Electrode Of 2.1Mt Class B Gi Pipe Of Dia Not Less Than 40Mmandwith20mmdiacopperearthflatofsize 125Mm X50mmx6mm, With Funneling Arrangemen Usingcharcoal, Commonsalt, G.I.Reducer, Checknuts Etc., And Masonry Work And Providing Rcc Cover Slab 38Mmthickforthebrickmasonryincludingcostof Steel And Fabrication Of Reinforcementetc., Complete In Allrespectsasdirectedbythedepartmentalofficers ( Sd 233 ) 80 Supply And Laying Of 4 X 10 Sq.Mm. Pvc Armoured Ltug Cable In Suitable Size Hdpe Pipe In A Trench To Be Excavated At A Depth Of 0.75 Metre And Refilling The Earth To Make Good. ( Sd-744 ) 81 Providing, Laying Spreading And Compacting Wet Mix Macadam With Clean, Crushed, Graded Aggregates And Granular Material And Finished In Accordance With The Requirements Of The Specifications And Thickness As Per Approved Plans Or As Directed By The Enginner. 82 Charges For Cutting The B.T Surface To 5 To 7 Cm Depth Using Milling Machine, Conveying The Milled Waste Materials To At Least For 5 Km Distance Including Hire And Running Charges For The Machine, Conveyance Charges, Unloading At Unobjectionable Place, Cleaning The Milled Surface As To Avoid Slippery Including All Other Incidental And Unforeseen Item Etc. Complete As Per The Direction Of The Departmental Officers 83 Providing And Laying Prime Coat Of 7 Kgs / 10 Sqm Over The Wmm Surface Treated With Primer Using 7 Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Prime Coat Manually Etc., Complete As Per 502 Of Morth Rev V Specifications 84 Providing And Laying Tack Coat Of 2.5 Kgs / 10 Sqm Over The Prime Surface Treated With Binder Using 2.5 Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Tack Coat Manually Etc., Complete As Per 503 Of Morth Rev V Specifications 85 Providing And Laying Of Tack Coat Of 2.00 Kgs / 10 Sq.M Over The Bt Surface Treatedwith Binder Using 2.00Kgs Of Bituminous Emulsion For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Tack Coat Manually Etc., Complete As Per 503 Of Morth Rev V Specifications. 86 Providing And Laying 50 Mm Compactedthick Dense Bituminous Macadamusing 0.24 Cum Of 26.5-13.2 Mm Graded Metal And 0.25 Cum Of 13.2-2.36 Mm Graded Metal And 0.23 Cum Of 2.36 Mm & Below Metal With 53.20 Kgs Of 60 / 70Bitumenfor Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20- 30 Tonnes Capacity Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix In Required Temperature For Uniform Thickness Of 50Mm With Mechanical Paver To The Specified Grades And Cross Sections And Compaction Byvibratory Roller Tothe Required Density Etc., Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 505 Of Morth Rev-5 Specifications. 87 Providing And Layingbituminous Concrete To 30 / 40Mm Thick Using 0.13 Cum Of 19.00-9.50Mm , 0.17 Cum Of 9.50-2.36Mm And 0.26 Cum Of 2.36 And Below With 45.25 Kgs Of Vg60 / Vg70 Bitumen, 5.03 Kg Plastic For Premixing Per 10Sqm Including Cost And Conveyance Of All Materials To Cmp Site Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity , Conveying The Mix By Tipper Trucks To Paver Site , Spreading The Mix To Uniform Thickness Of 40Mm / 30 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 80-10 Tonne Vibratory / Pneumatic Roller To The Required Density Etc., Including Labvour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30 T Cmp With Bitumen Boiler , Tipper Trucks , Paver Finisher / 9M Paver Finisher , Vibratory / Pneumatic Roller And All Other Tools And Plant Required , Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5 ( Plastic 8 % ) 88 Conveying The Excavated Earth From The Site To The Distance Of 15Kms Out Side Of The City Limit Including All Initial Lead, Lift, Loading And Unloading With Transportation Charges Etc Complete As Per The Direction Of Departmental Officers.
