Tender For Survey And Design Of Reorganisation Of Water Supply Scheme Package 4 Under Jal Jeevan Mission, jhansi-Uttar Pradesh

Reorganisation Works Of Water Supply Scheme Including Survey, Design, Supply Of All Materials, Labour T&P Complete In All Respect On Turn Key Basis After Completion, Commissioning And Completion Of Trial & Run With Defect Liability Period Of Works Including Har Ghar Jal Certificate & Handing Over To Gram Panchayat For Distt.- Jhansi Under Jal Jeevan Mission Programme Mentioned As Under ( Package-4 ) . 1 Ramnagar Water Supply Reorganisation Scheme 2 Laying Of Rising Main 3 Supply, Laying & Jointing Of Following Sizes ( D.I. K-9 ) Pipes For Rising / Feeder Main Conforming To Latest / Relevant I.S. 8329 / 2000 Specifications With All Jointing Materials Such As D.I. S / S Or Flanged Specials Conforming To Latest / Relevant I.S. Specifications With Rubber Gasket Also, Suitable For D.Ipipes, As Per Is- 8329 / 2000 Or Their Latest Amendment Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignmentand Gradient And Jointing And Making Inte Connection Etc. Complete ( Including Hydro Testing Of Pipe Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) .All Required For Proper Completion Of Works As Per Direction Of The Engineer. 4 100 Mm Dia Di-K-9 5 150 Mm Dia Di-K-9 6 Supply Up To Site Of Work Of The Following Dia Double Flange Sluice Valve / Scour Valve Confirming For Is 14846 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respect And Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge 7 100Mm 8 150Mm 9 Supply Up To Site Of Work Of The Following Dia Swiss Check Type Non Return ( Reflux ) Valve Confirming For Is 5312 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respectand Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge 10 100Mm 11 150Mm 12 Providing And Supplying Kinetic Double Orifice Type Air Valves Confirming To Is 14845 Specifications Having Small Orifice Elastic Ball Resting On A Gun Metal Orifice Nipple, Large Orifice Vulcanite Ball Seating On Moulded Seat Ring, With Built In Kinetic Features, Isolating Sluice Valve Mounted In Horizontal Position And Operated By Wheel Gearing, Inlet Face And Drilled, Including Insurance, Loading, Unloading, Transportation Upto Stores In All Respect Etc. Complete As Per Instructions Of Engineer. 13 20Mm Dia 14 Excavation In Soil Mixed With Moorumsingle, Kankar And Bazari For Pipe Line Trenches With Lift Upto 1.50M And Lead Upto 50M Including Disposal Of Surplus Earth Within A Distance Of 50 M From Center Of Trenches Also Including Filling Back With Watering And Ramming Of Excavated Earth In To Trenches 15 Same As Above But Excavation In All Type Of Rock 16 Thrust Block 17 R.C.C. With Cement, Coarse Sand And 20Mm Gauge Stone Ballast In Proportion Of1:2:4 In Thrust Blocks Of Pipe Line Excluding Supply Of Reinforcement & Its Bending The Same With 0.50Mm Thick Binding Wire In Position & Necessary Centering And Shuttering Including Curing And Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work. 18 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Heavy Duty R.C.C. Manhole Cover And All Materials, Labour, T&P Etc. Complete For Proper Completion Of Work As Per Instructions Of Engineer 19 Sluice Valve Chambers ( Masonry Type ) 20 Air Valve Chambers ( Masonry Type ) 21 Dismantling And Reinstatement Of Following Type Of Village Road For Laying Of Pipe Line Including Sorting Out Of Serviceable Materials And Disposal Of Unserviceable Materials. 22 Bitumen Road 23 Over Head Tank 24 Construction Of 75 Kl / 16 M Staging Height Over Head Tank As Mentioned Below. Supply Of All Materials Labour T&P Etc. Compete And Construction Of R.C.C. ( M30 Grade ) With Main Components, Instrumentsincluding Cost Of Soil Testing.All The Components Of O.H.T. Will Be Casted In M30 Concrete With Cement, Coarse Sand And Approved Stone Grit As Per I.S. 11682 And I.S.456.Seismic Effects And Wind Load Should Be Taken Into Consideration As I.S. 1893 For Earthquake Resistance And I.S. 875 Part-Iii For Wind Load On Structure ( This Area Is In Seismic Zone Iii And High Damage Risk Zone For Wind ) Proper Ventilator At Top Dome In Circular Shape Along With An R.C.C. Coverand Thickness, Pillar Of Ventilator Should Be Minimum 50 Cm Height. The Space Between Top Dome And R.C.C. Cover Should Be Covered With Mosquito Net Of Standard Quality Alongwith Expanded Metaled Jali, Ultrasonic Type Water Level Indicator And Em Flow Meter And Residual Chlorine Sensor / Transmitter. The Indicator Board Scale Made Of 3Mm Thick M.S. Plate Should Have A Clear Width Of Minimum 25Cm Painted With Good Asian Paint.It Should Also Consists Of 3Mm Brass Wire Rope Minimum 4 Smooth Pulleys About 8 Cm Dia With Guides, 15Cm Dia Copper Ball Float Which Shall Be Completely Water Tight Suitable Pointer Of Brass Etc.Lightening Conductor As Per I.S.S.2309 Of Its Latest Amendments Of Latest Electricity Rules.It Should Consist Proper Elevation Rod With 5 Or More Fork Points Proper Down Conductors Of Prescribed Metal Of Proper Size Prescribed By Iss 2309-1969 And Iss 3013-1966C.I. Manhole Of Min 60X60cm Size Made Of M.S.Channel Section With Adequate Cover Made Of M.S. Sheet Of Minimum 3Mm Thickness Hinged With Manhole With Locking Arrangement. This Manhole Should Be Fix At Top Dome At Proper Place.Supply, Fixing, Jointing Of Following Size Of D.I.D / F Pipes With D.I.D / F Specials Conforming To Is 8329 / 2000 As Vertical Pipes For Inlet, Outlet, Overflow And Washout As Per Latest / Relevant I.S. Specificationswith All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Works And Excavation In All Types Of Soil. Including Out Let Pipe As Max Size Of Distribution System, Inlet Pipes Size As Rising Main Size, Over Flow Pipe As Minimum Rising Main Size & Wash Out Pipe 100 Mm Dia. Supply And Fixing Of Manually Operated Valves / Sluice Valves With Hand Wheels As Per Iss 700 / 1969 Or Its Latest Amendments Class “A” Working Pressure 10 Kg / Cm2 Including Cartage From Its Store To The Site Of Work, Lowering Them Into Trenches, Fixing In Position And Testing Etc. Complete, Construction Of Bed Blocks In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stone Grit Under No Duck Foot Bend To Support The Vertical Pipes. These Bed Blocks Should Supported On The Raft Not On The Soil.Construction Of Sluice Valve Chamber For Above Sluice Valve / Butterfly Valve As Per Departmental Type Design And Drawing Including Supply Of All Labour T&P Complete. Construction Of Washout / Overflow Chamber As Per Departmental Type Design And Drawing.Painting Of All Concrete Surface And Steel Pipe Works With Threecoats Appex ( Exterior Emulsion ) Painting Over A Base Coat Of Birla White Puttyand Anticorrosive Paints.Supply & Laying Of 200 Mm Dia Pvc Pipe As Per I.S.-4985 / 2000 Or As Latest / Relevant Specification Including All Taxes And Insurance Etc.F.O.R. Destination For Disposal Of Water From Overflow And Washout Chamber To Suitable Point Outside The Water Works Compound Including Excavation Of Trenches. Laying Of Pipe Line Etc. Required For Proper Completion Of Works As Per Direction Of The Engineer. 25 Clear Water Reservoir 26 Detailed Survey, Design And Drawing, Construction Of Semi Sunkrcc Cwr ( Circular As Per Site Condition ) Of 20 Kl Capacity Including Free Board, Fixing Of Inlet And Outlet Pipes Of Suitable Sites, Fixing Of M.S. Ladder With Railing Inside The Cwr, R.C.C Ramp And Stair From Gl To Roof Of Cwr, M.H. Covers With Locking Arrangement And Ventilators At Top And Suction Chamber, Automatic Water Level Indicator, Inlet, Out Let, Over Flow Pipes Withpuddle Collars, Required Capacity Of Sluice Valve, Sv Chambler Etc., As Per Is Specifications, Including , Excavation Of Foundation In All Type Of Soil And Rock For Foundation As Required With Continuous Bailing Out Of Water, Including Cutting Of Rock With Special T&P, Making Temporary Approach Roadand Refilling Of Earth Around Cwr, Also Development And Site Clearance As Per Required. Complete Including Supply Of All Material , Labour , T&P Etc. & Constructionclear Water Pump House With Suitable Height With All Door, Window, Gentry Girder With Chain Pulley To Install The Pumping Plants, Openingin Slab With Steel Cage Hinged And Locking Arrangement, Apron Around Cwr And Kota Stone Flooring In Pump House And Top Of Cwr, Construct Pumping Plant Foundation, Fixing Of20 Mm Dia G.I. Piperailing 1.0 M Height In Three Rows At Top Of Cwr, Supply Of All Material Such As Ci Pipes , Specials Etc. Labour For Construct Drainage Arrangement For Emptying The Cwr For Cleaning & Maintenance Etc., Painting Of All Concrete Surface 3 Coat Of Approved Apex Paint , With 2 Coatsbirla White Putty , Painting Of Pipes With Anti-Corrosive Paint, As Perdirection Of Engineer-In Charge Including All Complete. 27 Construction Of Single Room Staff Quarter 28 Single Room Staff Quarter- Construction Of Staff Quarter For Pump Operator, Chaukidar, Pump Attendant As Per Departmental Type Design Attached With Tender Documents Including Excavation In Foundation In Ordinary Soil / Kanker / Morrum / Soft Rock / Hard Rock, Pcc 1:4:8 With Cement Local Sand And 40Mm Gauge Ballastfirst Class Brick Work In 1:4 Cement And Sand Mortar, 12 Mm Thick Plaster In 1:6 Cement And Sand Mortar, Mild Steel Or Iron Work , Supply And Filling Of Carted Earth Up To Plinth Level , 25Mm Thick 1:2:4 Plain Cement Concrete Floor And 45 Cm Wide Apron With 2 Cm Gauge Stone Ballast Laid In Pannels, Finished With 3 Mm Floating Coat Of Neat Cementand 75 Mm Thick Base Concrete 1:4:8 , Supply And Fixing Of 3Mm Thick Glass Strip Of 25 Mm Width In Joint , Ms Angle Iron Chaukhat 40X40x5mm Size , 40 Mm Thick Isi Flush Door Shesham Wood, Window Shutter , Hdpe Tank Of 500 Liter Capacity , Galvanized Mosquito Proof Heavy Quality Iron Wire Gauge 1.50Mm Mesh Over Window With Wood Batten 50X12 Mm And Emulsion Painting In Three Coat Over Two Coats Of Birla White Puty Using Approved Colour And Shade And White Washing Of Ceiling Of Staff Quarters And Internal Wiring Of Staff Quarter As Per Direction Of Eic, Construction Of Septic Tank Sanitary Works With Fixtures, Pipes Etc. And All Type Of Plumbing Work In Kitchen , Bathroom And W / C, With Supply Of All Materials , Labours , Tools And Plants Etc All Complete As Per Direction Of Eic 29 Supply And Fixing Of 3.6 M X 1.50 M Ms Gate Including Fabrication And Supply Of Steel And Construction Of Boundary Wall Pillars Of Size 1.5Mx0.30Mx0.30M With Ornamental Brick Work 115Mm Thk. Around Rcc, As Per Departmental Type Design And Drawing And As Per Specifications Laid Down In The Bid Document, Including Supply Of All Material, Labour, T&P Etc.Required For Proper Completion Of Work As Per Instructions Of Engineer 30 Laying Of Distribution System 31 Supply, Laying & Jointing Of Following Sizes Pipes For Distribution System Conforming To Relevent Specifications With All Jointing Materials, Specials Conforming To Latest / Relevant I.S. Specifications Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignmentand Gradient And Jointing And Making Inte Connection Etc. Complete ( Including Hydro Testing Of Pipe Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) .All Required For Proper Completion Of Works As Per Direction Of The Engineer. 32 Gi Medium Class 33 65Mm Dia 34 80Mm Dia 35 Di Class K-7 36 100Mm Dia 37 Excavation In Soil Mixed With Moorumsingle, Kankar And Bazari For Pipe Line Trenches With Lift Upto 1.50M And Lead Upto 50M Including Disposal Of Surplus Earth Within A Distance Of 50 M From Center Of Trenches Also Including Filling Back With Watering And Ramming Of Excavated Earth In To Trenches 38 Same As Above But Excavation In All Type Of Rock 39 Supply Up To Site Of Work Of The Following Dia Double Flange Sluice Valve / Scour Valve Confirming For Is 14846 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respect And Lowering Them Into The Already Preparedtrenches, Fixing In Position And Jointingthem With Pipelines And Testing Etc. Completeand Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge. 40 D.I.Sluice Valve 41 80Mm Dia 42 100Mm Dia 43 Providing And Supplying Kinetic Double Orifice Type Air Valves Confirming To Is 14845 Specifications Having Small Orifice Elastic Ball Resting On A Gun Metal Orifice Nipple, Large Orifice Vulcanite Ball Seating On Moulded Seat Ring, With Built In Kinetic Features, Isolating Sluice Valve Mounted In Horizontal Position And Operated By Wheel Gearing, Inlet Face And Drilled, Including Insurance, Loading, Unloading, Transportation Upto Stores In All Respect Etc. Complete As Per Instructions Of Engineer. 44 20Mm Dia 45 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Heavy Duty R.C.C. Manhole Cover And All Materials, Labour, T&P Etc. Complete For Proper Completion Of Work As Per Instructions Of Engineer 46 Sluice Valve Chambers ( Masonry Type ) 47 Air Valveschambers ( Masonry Type ) 48 Dismantling And Reinstatement Of Following Type Of Road Surfaces For Laying Of Pipe Line Including Sorting Out Of Serviceable Materials And Disposal Of Unserviceable Materials. 49 Interlocking Road 50 Bitumen Road 51 Cc Road 52 Provision For Crossing Of Nalas, Including Shifting Of Telephone Cables Etc. Along The Alignment Of Pipe Line Etc. Complete As Per Instructions Of Engineer -In -Charge. 53 Provision For Crossing Of Nala ( For Upto 5.0 M Wide ) 54 Making Functional Household Tapped Connections ( Fhtc ) From Distribution Line To Outer Wall Of House In 65 To 200 Mm Nominal Dia Pvc Pipe And 50 Mm Dia G.I. To 150 Mm Dia D.I. / G.I. Pipe Distribution Mains ( Existing New ) With Supply Ofg.I. Pipe 15 Mm ( Average 2.00 Mtr ) And H.D.P.E. 20 Mm ( Average 15.00 Mtr Including Specials, Brass Ferrule, Saddle Clamp Etc. Of Suitable Size, T&P Etc. Including Excavation, Laying And Jointing For Proper Completion Of Work As Per Instructions Of Engineer-In-Charge, Fixing Of Ferrule ( 6 Mm Dia ) Of Required Size. Tapping The Main, Includes The Cost Of Bailing Out And Subsequent Back Fill Of Water Main And Cost Of Fitting And Specials Etc Complete And Repair Of Subsequent Leakages Of Joints, Fittings And Specials During Work, Also Including Required Repairing Of Existing Pipe Line Damaged During Dimentalling Old Line Connections Including Dismentaling And Reinstatement Of Any Type Of Road Such As Cc, Interlocking, Boe Or Bitumen Road. Uploading Of Photographs Of Running Fhtcwith Aadhar No. ( Also Submit Xeror Copy Of Aadhar Card To The Department ) Of Benificiery On Www.Ejalshakti.Gov.In Site ( Imis ) And Submiting Of Hard Copy Of Photographs To The Department. 55 Renovation Of Existing Structures 56 Repair Work Of Existing Structures ( Such Asboundary Wall Of W / W Campus And Pump House ) Such As Repair Of Slab, Dismentalling Of Damaged Old Plaster And Replaster Of Thewalls Inner And Outer Face In Proportion 1:6 ( Cement: Sand ) With 12Mm Thick Plaster Cement And Local Sand Mortar In 1:6, Over Existing Brick Work, With Minimum Thickness Not Be Less Than 12Mm Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Site Requirement Upto Satisfaction Of Engineer In Charge. Painting Of All Exposed Surface Of Existing Building With Two Or More Coats Of Approved Brand Of Apex Paint Over Two Coat Approved Brand Wall Putty Including Scrapping Of Old Rough Paint Neatly And Homogeneously Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Site Requirement Upto Satisfaction Of Engineer In Charge And Roof Treatment Including Water Profing Repair Works In Existing Buildings With Murga Jali In 1:1.5:3 Cement Concrete Of Required Thickness Including Supply Of All Material, Labour Required For Same T&P Etc. As Per Site Requirement Upto Satisfaction Of Engineer In Charge And Providing And Fixing In Position Mild Steel All Panelled Doors And Window Shutters Including Supply And Fixing Of Material For Making Door Shutters By M.S. Sheet 16 Gauge Including Supply And Fixing M.S. Angle 40X40x6 Mm Size Also Including Angle Iron Chaukhat Supply & Fixing Of Oxidized Iron Fittings Etc. Complete At Site As Per Site Requirement Upto Satisfaction Of Engineer In Charge 57 Earth Filling Work For Proper Levelling Of Water Work Site, In Accordance With The Contour Map And Grid Map Of Existing Site Enclosed, Including Levelling, Dressing, Excavation And Filling Of Earth Where Necessary And Also Including All Labour, Materials, T&P Etc. Required For Proper Completion Of Works And Also Including Carriage Of Earth From Within A Distance Of About 8 Km. From The Site Of Works As Per Instructions Of Engineer 58 Site Development - ( 1 ) Leveling And Grading Of The Treatment Plant Site Up To Finished Ground Level. Over Flow Drains And Sewerage Of W / W Campus. Approach / Internal Roads Design For Class A Loading Along With Side Rains. Supply And Fixing Of Fixtures Etc. For External Electrification Along The Approach / Internal Roads And W / W Campus Complete. 59 Pumping Plant For 75 Kl / 16 M Staging Over Head Tank At Ramnagar 60 Supplyandinstallation Of 300Lpm 60M Headvt Pump Set With Suitablecapacityofvhsmotor Included 4.5Mtr Columnassembly Discharge Head Completein All Respect ( 1 W+ Is ) . 61 Supply And Installation Of 10 Hp Starter 62 Supplyandinstallation Of 100 Amp 1 No Incomer, 2 Nos Out Going Lt Control Panel. 63 Supply And Fixing Of16 Sq.Mm 3Core Copper Conductor Lt Cable 64 Sitc Of 100Mmdiasizemainpiping& Valves For Deliveryline & Commonheader Includingband, Tee, Valve Etc Complete 65 Supply And Fixing Of10sq.Mm 3Core Copper Conductor Lt Cable 66 Electromagnitic Flow Meter100 Mm Dia. 67 Supply Of Suitable Capacity I.E. 15 Kva 3 Phase Servo Voltage Stablizerforinputvoltage 240V To500v & Outputvoltage 415±6%Volts.. 68 Supply & Fixing Of Pressure Guage 69 Supply & Fixing Of 2 Tone4 Way Motionhot Crane 70 Internal &Extranal Electrification Of Pumphousecompletein All Respect 71 Supply& Fixing Electromachanicalchlorinatingplant. 72 Supplyandfixing Of Double Pole Earthingincluding Material For Above All Completein All Respect. Electrical Equipment. 73 Supply & Fixing Of Rubber Sheet 74 Watch And Ward Of Pumping Plant 75 Power Connection From Uppcl Without Gst:- 76 3 Phase Lt Power Connection For Above Scheme 77 Sakrar Water Supply Reorganisation Scheme 78 Laying Of Rising Main 79 Supply, Laying & Jointing Of Following Sizes ( D.I. K-9 ) Pipes For Rising / Feeder Main Conforming To Latest / Relevant I.S. 8329 / 2000 Specifications With All Jointing Materials Such As D.I. S / S Or Flanged Specials Conforming To Latest / Relevant I.S. Specifications With Rubber Gasket Also, Suitable For D.Ipipes, As Per Is- 8329 / 2000 Or Their Latest Amendment Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignmentand Gradient And Jointing And Making Inte Connection Etc. Complete ( Including Hydro Testing Of Pipe Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) .All Required For Proper Completion Of Works As Per Direction Of The Engineer. 80 100 Mm Dia Di-K-9 81 150 Mm Dia Di-K-9 82 200 Mm Dia Di-K-9 83 Supply Up To Site Of Work Of The Following Dia Double Flange Sluice Valve / Scour Valve Confirming For Is 14846 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respect And Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge 84 150Mm 85 200Mm 86 Supply Up To Site Of Work Of The Following Dia Swiss Check Type Non Return ( Reflux ) Valve Confirming For Is 5312 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respectand Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge 87 100Mm 88 150Mm 89 200Mm 90 Providing And Supplying Kinetic Double Orifice Type Air Valves Confirming To Is 14845 Specifications Having Small Orifice Elastic Ball Resting On A Gun Metal Orifice Nipple, Large Orifice Vulcanite Ball Seating On Moulded Seat Ring, With Built In Kinetic Features, Isolating Sluice Valve Mounted In Horizontal Position And Operated By Wheel Gearing, Inlet Face And Drilled, Including Insurance, Loading, Unloading, Transportation Upto Stores In All Respect Etc. Complete As Per Instructions Of Engineer. 91 20Mm Dia 92 Excavation In Soil Mixed With Moorumsingle, Kankar And Bazari For Pipe Line Trenches With Lift Upto 1.50M And Lead Upto 50M Including Disposal Of Surplus Earth Within A Distance Of 50 M From Center Of Trenches Also Including Filling Back With Watering And Ramming Of Excavated Earth In To Trenches 93 Same As Above But Excavation In All Type Of Rock 94 Thrust Block 95 R.C.C. With Cement, Coarse Sand And 20Mm Gauge Stone Ballast In Proportion Of1:2:4 In Thrust Blocks Of Pipe Line Excluding Supply Of Reinforcement & Its Bending The Same With 0.50Mm Thick Binding Wire In Position & Necessary Centering And Shuttering Including Curing And Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work. 96 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Heavy Duty R.C.C. Manhole Cover And All Materials, Labour, T&P Etc. Complete For Proper Completion Of Work As Per Instructions Of Engineer 97 Sluice Valve Chambers ( Masonry Type ) 98 Dismantling And Reinstatement Of Following Type Of Village Road For Laying Of Pipe Line Including Sorting Out Of Serviceable Materials And Disposal Of Unserviceable Materials. 99 Bitumen Road 100 Cc Road 101 Manufacturing, Providing And Supplying Spirally Welded / Erw / Saw / Fabricated M. S. Pipes ( Commercial Quality ) Including Procurements Of Plates, Gas Cutting To Required Size Rolling, Tack Welding Assembling In Suitable Lengths To Form Pipes, Welding On Automatic Welding Machine And Forming ‘V’ Edge On Both Ends Of Pipes Including Railway Freight, Insurance, Unloading From Railway Wagon, Loading Into Truck, Transport To Stores, Unloading, Stacking, Excluding Gst Levied By Goi & Gom In All Respect Etc. Complete As Per Is - 3589 And Is-5504 As Applicable As Per Specifications ( N0 Negative Tolerance In Thickness Is Permissible ) Etc. Required For Proper Completion Of The Work Along With Horizontal Directional Drilling For Steel Duct / Pipes : Installation Of Steel Product Pipe By Hdd Method Including Preparing And Setting Up The Plant And Equipment, Preparing New Pipe / Work Material, Installing New Pipe Work And Commissioning System Or Making The System Ready For Commissioning By Capital Hdd Operation Including, All Related Civil And Mechanical Works Like Excavation, Shoring / Strutting, Etc. Drilling Stringing, Rimming, And Pulling Back The New Pipe Work On The Design Bore Pipe Path Alignment, Proper Disposal Of Drilling Fluid And Backfill Of Site After Completion All-Inclusive As Per Indstt:101-2018: Code Of Practice For Horizontal Direction Drilling Technique Suiting Indian Conditions Etc. Required For Proper Completion Of The Work As Per Instructions Of Engineer Including Licence Fee To Be Paid To Nhai For Granting Permission For Crossing And Laying Of Pipe Across And Along The National Highway 102 Over Head Tank 103 Construction Of 175 Kl / 20 M Staging Height Over Head Tank As Mentioned Below. Supply Of All Materials Labour T&P Etc. Compete And Construction Of R.C.C. ( M30 Grade ) With Main Components, Instrumentsincluding Cost Of Soil Testing.All The Components Of O.H.T. Will Be Casted In M30 Concrete With Cement, Coarse Sand And Approved Stone Grit As Per I.S. 11682 And I.S.456.Seismic Effects And Wind Load Should Be Taken Into Consideration As I.S. 1893 For Earthquake Resistance And I.S. 875 Part-Iii For Wind Load On Structure ( This Area Is In Seismic Zone Iii And High Damage Risk Zone For Wind ) Proper Ventilator At Top Dome In Circular Shape Along With An R.C.C. Coverand Thickness, Pillar Of Ventilator Should Be Minimum 50 Cm Height. The Space Between Top Dome And R.C.C. Cover Should Be Covered With Mosquito Net Of Standard Quality Alongwith Expanded Metaled Jali, Ultrasonic Type Water Level Indicator And Em Flow Meter And Residual Chlorine Sensor / Transmitter. The Indicator Board Scale Made Of 3Mm Thick M.S. Plate Should Have A Clear Width Of Minimum 25Cm Painted With Good Asian Paint.It Should Also Consists Of 3Mm Brass Wire Rope Minimum 4 Smooth Pulleys About 8 Cm Dia With Guides, 15Cm Dia Copper Ball Float Which Shall Be Completely Water Tight Suitable Pointer Of Brass Etc.Lightening Conductor As Per I.S.S.2309 Of Its Latest Amendments Of Latest Electricity Rules.It Should Consist Proper Elevation Rod With 5 Or More Fork Points Proper Down Conductors Of Prescribed Metal Of Proper Size Prescribed By Iss 2309-1969 And Iss 3013-1966C.I. Manhole Of Min 60X60cm Size Made Of M.S.Channel Section With Adequate Cover Made Of M.S. Sheet Of Minimum 3Mm Thickness Hinged With Manhole With Locking Arrangement. This Manhole Should Be Fix At Top Dome At Proper Place.Supply, Fixing, Jointing Of Following Size Of D.I.D / F Pipes With D.I.D / F Specials Conforming To Is 8329 / 2000 As Vertical Pipes For Inlet, Outlet, Overflow And Washout As Per Latest / Relevant I.S. Specificationswith All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Works And Excavation In All Types Of Soil. Including Out Let Pipe As Max Size Of Distribution System, Inlet Pipes Size As Rising Main Size, Over Flow Pipe As Minimum Rising Main Size & Wash Out Pipe 100 Mm Dia. Supply And Fixing Of Manually Operated Valves / Sluice Valves With Hand Wheels As Per Iss 700 / 1969 Or Its Latest Amendments Class “A” Working Pressure 10 Kg / Cm2 Including Cartage From Its Store To The Site Of Work, Lowering Them Into Trenches, Fixing In Position And Testing Etc. Complete, Construction Of Bed Blocks In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stone Grit Under No Duck Foot Bend To Support The Vertical Pipes. These Bed Blocks Should Supported On The Raft Not On The Soil.Construction Of Sluice Valve Chamber For Above Sluice Valve / Butterfly Valve As Per Departmental Type Design And Drawing Including Supply Of All Labour T&P Complete. Construction Of Washout / Overflow Chamber As Per Departmental Type Design And Drawing.Painting Of All Concrete Surface And Steel Pipe Works With Threecoats Appex ( Exterior Emulsion ) Painting Over A Base Coat Of Birla White Puttyand Anticorrosive Paints.Supply & Laying Of 200 Mm Dia Pvc Pipe As Per I.S.-4985 / 2000 Or As Latest / Relevant Specification Including All Taxes And Insurance Etc.F.O.R. Destination For Disposal Of Water From Overflow And Washout Chamber To Suitable Point Outside The Water Works Compound Including Excavation Of Trenches. Laying Of Pipe Line Etc. Required For Proper Completion Of Works As Per Direction Of The Engineer. 104 Clear Water Reservoir 105 Detailed Survey, Design And Drawing, Construction Of Semi Sunkrcc Cwr ( Circular As Per Site Condition ) Of 100 Kl Capacity Including Free Board, Fixing Of Inlet And Outlet Pipes Of Suitable Sites, Fixing Of M.S. Ladder With Railing Inside The Cwr, R.C.C Ramp And Stair From Gl To Roof Of Cwr, M.H. Covers With Locking Arrangement And Ventilators At Top And Suction Chamber, Automatic Water Level Indicator, Inlet, Out Let, Over Flow Pipes Withpuddle Collars, Required Capacity Of Sluice Valve, Sv Chambler Etc., As Per Is Specifications, Including , Excavation Of Foundation In All Type Of Soil And Rock For Foundation As Required With Continuous Bailing Out Of Water, Including Cutting Of Rock With Special T&P, Making Temporary Approach Roadand Refilling Of Earth Around Cwr, Also Development And Site Clearance As Per Required. Complete Including Supply Of All Material , Labour , T&P Etc. & Constructionclear Water Pump House With Suitable Height With All Door, Window, Gentry Girder With Chain Pulley To Install The Pumping Plants, Openingin Slab With Steel Cage Hinged And Locking Arrangement, Apron Around Cwr And Kota Stone Flooring In Pump House And Top Of Cwr, Construct Pumping Plant Foundation, Fixing Of20 Mm Dia G.I. Piperailing 1.0 M Height In Three Rows At Top Of Cwr, Supply Of All Material Such As Ci Pipes , Specials Etc. Labour For Construct Drainage Arrangement For Emptying The Cwr For Cleaning & Maintenance Etc., Painting Of All Concrete Surface 3 Coat Of Approved Apex Paint , With 2 Coatsbirla White Putty , Painting Of Pipes With Anti-Corrosive Paint, As Perdirection Of Engineer-In Charge Including All Complete. 106 Construction Of Single Room Staff Quarter 107 Single Room Staff Quarter- Construction Of Staff Quarter For Pump Operator, Chaukidar, Pump Attendant As Per Departmental Type Design Attached With Tender Documents Including Excavation In Foundation In Ordinary Soil / Kanker / Morrum / Soft Rock / Hard Rock, Pcc 1:4:8 With Cement Local Sand And 40Mm Gauge Ballastfirst Class Brick Work In 1:4 Cement And Sand Mortar, 12 Mm Thick Plaster In 1:6 Cement And Sand Mortar, Mild Steel Or Iron Work , Supply And Filling Of Carted Earth Up To Plinth Level , 25Mm Thick 1:2:4 Plain Cement Concrete Floor And 45 Cm Wide Apron With 2 Cm Gauge Stone Ballast Laid In Pannels, Finished With 3 Mm Floating Coat Of Neat Cementand 75 Mm Thick Base Concrete 1:4:8 , Supply And Fixing Of 3Mm Thick Glass Strip Of 25 Mm Width In Joint , Ms Angle Iron Chaukhat 40X40x5mm Size , 40 Mm Thick Isi Flush Door Shesham Wood, Window Shutter , Hdpe Tank Of 500 Liter Capacity , Galvanized Mosquito Proof Heavy Quality Iron Wire Gauge 1.50Mm Mesh Over Window With Wood Batten 50X12 Mm And Emulsion Painting In Three Coat Over Two Coats Of Birla White Puty Using Approved Colour And Shade And White Washing Of Ceiling Of Staff Quarters And Internal Wiring Of Staff Quarter As Per Direction Of Eic, Construction Of Septic Tank Sanitary Works With Fixtures, Pipes Etc. And All Type Of Plumbing Work In Kitchen , Bathroom And W / C, With Supply Of All Materials , Labours , Tools And Plants Etc All Complete As Per Direction Of Eic 108 Construction Of Boundary Wall 109 Supply Of All Materials T&P Etc. Forconstruction Of Boundary Wall55 M Long , 1.5 M High And 115 Mm Thick Boundary Wall With 230 Mmx 230 Mm Thick Pillar Madein Brick Masonry In 1Cement And 4 Sand Mortar, The Spacing Between Two Pillar Should Not Be More Than 3.0 M C / C And The Depth Of Foundation Should Not Be Less Than 0.6 M, At The Site Of Water Works, Cwr And Esr, Brick Work In Super Structure And Cr Stone Masonary In 1:4 Cement Sand Mortor Below Plinth Level, Rcc Plinth Beam In 1:2:4 Cement, Sand And Stone Grit And Exterior Emulsion Painting In3 Coats Over Base Coat Of Birla White Putty As Per Departmental Type Design And Drawing, And, As Per Specifications Given In The Bid Document Including Supply Of All Materials, Labour T&P Etc. For Proper Completion Of Work As Per Instructions Of Engineer 110 Supply And Fixing Of 3.6 M X 1.50 M Ms Gate Including Fabrication And Supply Of Steel And Construction Of Boundary Wall Pillars Of Size 1.5Mx0.30Mx0.30M With Ornamental Brick Work 115Mm Thk. Around Rcc, As Per Departmental Type Design And Drawing And As Per Specifications Laid Down In The Bid Document, Including Supply Of All Material, Labour, T&P Etc.Required For Proper Completion Of Work As Per Instructions Of Engineer 111 Laying Of Distribution System 112 Supply, Laying & Jointing Of Following Sizes Pipes For Distribution System Conforming To Relevent Specifications With All Jointing Materials, Specials Conforming To Latest / Relevant I.S. Specifications Including F.O.R. Destination And All Taxes And Insurance Etc. With Loading, Unloading And Carting Up To Site Of Work, Also Including Specials For These Pipes And Lowering Them Into The Trenches And Laying True To Alignmentand Gradient And Jointing And Making Inte Connection Etc. Complete ( Including Hydro Testing Of Pipe Lines And Cutting Of Pipes For Making Up The Length But Excluding The Cost Of Trenches ) .All Required For Proper Completion Of Works As Per Direction Of The Engineer. 113 Hdpe Pipe 114 63Mm Dia 115 90Mm Dia 116 Di Class K-7 117 100Mm Dia 118 150Mm Dia 119 200Mm Dia 120 300Mm Dia 121 Excavation In Soil Mixed With Moorumsingle, Kankar And Bazari For Pipe Line Trenches With Lift Upto 1.50M And Lead Upto 50M Including Disposal Of Surplus Earth Within A Distance Of 50 M From Center Of Trenches Also Including Filling Back With Watering And Ramming Of Excavated Earth In To Trenches 122 Same As Above But Excavation In All Type Of Rock 123 Supply Up To Site Of Work Of The Following Dia Double Flange Sluice Valve / Scour Valve Confirming For Is 14846 Including Worn Gear Arrangement As Per Test Pressure, Stainless Steel Spindle, Caps, Including Inspection Charges, Transportation Upto Store, Unloading And Stacking In All Respect And Lowering Them Into The Already Preparedtrenches, Fixing In Position And Jointingthem With Pipelines And Testing Etc. Completeand Also Including Supply Of Jointing Materials Etc. Complete .Including Alltaxes And Insurance, As Per Instructions Of Engineer -In -Charge. 124 D.I.Sluice Valve 125 80Mm Dia 126 100Mm Dia 127 150Mm Dia 128 200Mm Dia 129 Providing And Supplying Kinetic Double Orifice Type Air Valves Confirming To Is 14845 Specifications Having Small Orifice Elastic Ball Resting On A Gun Metal Orifice Nipple, Large Orifice Vulcanite Ball Seating On Moulded Seat Ring, With Built In Kinetic Features, Isolating Sluice Valve Mounted In Horizontal Position And Operated By Wheel Gearing, Inlet Face And Drilled, Including Insurance, Loading, Unloading, Transportation Upto Stores In All Respect Etc. Complete As Per Instructions Of Engineer. 130 20Mm Dia 131 Construction Of Following Type Chambers As Per Department Type Design And Drawing Including Heavy Duty R.C.C. Manhole Cover And All Materials, Labour, T&P Etc. Complete For Proper Completion Of Work As Per Instructions Of Engineer 132 Sluice Valve Chambers ( Masonry Type ) 133 Air Valveschambers ( Masonry Type ) 134 Dismantling And Reinstatement Of Following Type Of Road Surfaces For Laying Of Pipe Line Including Sorting Out Of Serviceable Materials And Disposal Of Unserviceable Materials. 135 Interlocking Road 136 Boe Road 137 Bitumen Road 138 Cc Road 139 Provision For Crossing Of Nalas, Including Shifting Of Telephone Cables Etc. Along The Alignment Of Pipe Line Etc. Complete As Per Instructions Of Engineer -In -Charge. 140 Provision For Crossing Of Nala ( For Upto 5.0 M Wide ) 141 Making Functional Household Tapped Connections ( Fhtc ) From Distribution Line To Outer Wall Of House In 65 To 200 Mm Nominal Dia Pvc Pipe And 50 Mm Dia G.I. To 150 Mm Dia D.I. / G.I. Pipe Distribution Mains ( Existing New ) With Supply Ofg.I. Pipe 15 Mm ( Average 2.00 Mtr ) And H.D.P.E. 20 Mm ( Average 15.00 Mtr Including Specials, Brass Ferrule, Saddle Clamp Etc. Of Suitable Size, T&P Etc. Including Excavation, Laying And Jointing For Proper Completion Of Work As Per Instructions Of Engineer-In-Charge, Fixing Of Ferrule ( 6 Mm Dia ) Of Required Size. Tapping The Main, Includes The Cost Of Bailing Out And Subsequent Back Fill Of Water Main And Cost Of Fitting And Specials Etc Complete And Repair Of Subsequent Leakages Of Joints, Fittings And Specials During Work, Also Including Required Repairing Of Existing Pipe Line Damaged During Dimentalling Old Line Connections Including Dismentaling And Reinstatement Of Any Type Of Road Such As Cc, Interlocking, Boe Or Bitumen Road. Uploading Of Photographs Of Running Fhtcwith Aadhar No. ( Also Submit Xeror Copy Of Aadhar Card To The Department ) Of Benificiery On Www.Ejalshakti.Gov.In Site ( Imis ) And Submiting Of Hard Copy Of Photographs To The Department. 142 Renovation Of Existing Structures 143 Heavy Repair Due For Water Tightness, Dismantling Of Unwanted And Construction Of Floor Apron And Semi-Circular Drain At The Ground Level All Around The Tank As Per Site Conditions. Floor Apron To Be Provided 0.50 M Beyond The Outer Edge Of The Balcony, Semi Circular Drain Of 200 Mm Dia All Around The O.H.T. Flooring Consisting Of Cement Concrete With 20Mm Gauge Approved Stone Grit, Coarse Sand, Cement In Proportion Of 1:2:4 Including Dismantling Of Old Repairableall Material, Labour, T&P Etc Also Repairing Of Chambers Under Tank Structure As Sluice Valve Chamber, Wash Out Chamber , Bye Pass Chamber And Over Flow Chamber And Supply Of Required For Proper Completion Of The Work As Per Direction And Satisfaction Of Engineer Incharge In Existing Over Head Tank , Supply And Fixing Ventilator Jali At O.H.T. / Cwr Including Repairing Of The Ventilator And Fixing The Same Properly Including Supply Of All Material, Labour, T&P Etc., Supply And Fixing Of New Lightening Conductor Consisting Of Elevation Rod, Down Conductor, Earth Plate Complete With Marked Scale Of The O.H.T. Including Cutting Of Hole For Cleats To Fix The Same Properly And Including Supply Of All Material, Labour, T&P Etc. And Fixing The Appliances In The Cleats With Screw Or Nales Etc. All Complete, Painting Of Outer Surface Of Oht With 3 Coats Of Approved Wheather Proof Paint ( Like Apex Etc. ) As Per Departmentalcolour With Two Coat Birla White Putty. Railing Of Stair Case And Balcony With Iron Post And Two Raws Of G.I. Pipe 20Mm Dias And Painting The Iron Work In Small Area With One Coat Of Anti Corrosive Primer Coat And Two Coat Of Approved Enamel Paint Also Writing Of Programme Name With Scheme Name & Tank Capacity On Tank Wall As Per Direction & Up To Satisfaction Of Engineer In-Charge. 144 Repair Work Of Existing Structures ( Such Asboundary Wall Of W / W Campus And Pump House ) Such As Repair Of Slab, Dismentalling Of Damaged Old Plaster And Replaster Of Thewalls Inner And Outer Face In Proportion 1:6 ( Cement: Sand ) With 12Mm Thick Plaster Cement And Local Sand Mortar In 1:6, Over Existing Brick Work, With Minimum Thickness Not Be Less Than 12Mm Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Site Requirement Upto Satisfaction Of Engineer In Charge. Painting Of All Exposed Surface Of Existing Building With Two Or More Coats Of Approved Brand Of Apex Paint Over Two Coat Approved Brand Wall Putty Including Scrapping Of Old Rough Paint Neatly And Homogeneously Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work As Per Site Requirement Upto Satisfaction Of Engineer In Charge And Roof Treatment Including Water Profing Repair Works In Existing Buildings With Murga Jali In 1:1.5:3 Cement Concrete Of Required Thickness Including Supply Of All Material, Labour Required For Same T&P Etc. As Per Site Requirement Upto Satisfaction Of Engineer In Charge And Providing And Fixing In Position Mild Steel All Panelled Doors And Window Shutters Including Supply And Fixing Of Material For Making Door Shutters By M.S. Sheet 16 Gauge Including Supply And Fixing M.S. Angle 40X40x6 Mm Size Also Including Angle Iron Chaukhat Supply & Fixing Of Oxidized Iron Fittings Etc. Complete At Site As Per Site Requirement Upto Satisfaction Of Engineer In Charge 145 Earth Filling Work For Proper Levelling Of Water Work Site, In Accordance With The Contour Map And Grid Map Of Existing Site Enclosed, Including Levelling, Dressing, Excavation And Filling Of Earth Where Necessary And Also Including All Labour, Materials, T&P Etc. Required For Proper Completion Of Works And Also Including Carriage Of Earth From Within A Distance Of About 8 Km. From The Site Of Works As Per Instructions Of Engineer 146 Site Development - ( 1 ) Leveling And Grading Of The Treatment Plant Site Up To Finished Ground Level. Over Flow Drains And Sewerage Of W / W Campus. Approach / Internal Roads Design For Class A Loading Along With Side Rains. Supply And Fixing Of Fixtures Etc. For External Electrification Along The Approach / Internal Roads And W / W Campus Complete. 147 Pumping Plant For Cwr To Cwr 148 Supplyandinstallation Of 1800Lpm 55M Headvt Pump Set With Suitablecapacityofvhsmotor Included 4.5Mtr Columnassembly Discharge Head Completein All Respect ( 1 W+ Is ) . 149 Supply And Installation Of 35 Hp Starter 150 Supplyandinstallation Of 200 Amp 1 No Incomer, 2 Nos Out Going Lt Control Panel. 151 Supply And Fixing Of35sq.Mm 3.5 Core Aluminium Conductor Lt Cable For Lt Panal 152 Sitc Of 150Mmdiasizemainpiping& Valves For Deliveryline & Commonheader Includingband, Tee, Valve Etc Complete 153 Supply And Fixing Of16sq.Mm 3Core Copper Conductor Lt Cable For Starter 154 Electromagnitic Flow Meter150 Mm Dia. 155 Supply Of Suitable Capacity I.E. 60 Kva 3 Phase Servo Voltage Stablizerforinputvoltage 240V To500v & Outputvoltage 415±6%Volts.. 156 Supply & Fixing Of Pressure Guage 157 Supply & Fixing Of 2 Tone4 Way Motionhot Crane 158 Internal &Extranal Electrification Of Pumphousecompletein All Respect 159 Supplyandfixing Of Double Pole Earthingincluding Material For Above All Completein All Respect. Electrical Equipment. 160 Supply & Fixing Of Rubber Sheet 161 Watch And Ward Of Pumping Plant 162 Pumping Plant For Cwr To Oht 163 Supplyandinstallation Of 550Lpm Pump For 250 Kl / 16 M Staging Oht 164 Supplyandinstallation Of 550Lpm 65M Headvt Pump Set With Suitablecapacityofvhsmotor Included 4.5Mtr Columnassembly Discharge Head Completein All Respect ( 2W+ Is ) . 165 Supply And Installation Of 15 Hp Starter 166 Supplyandinstallation Of 200 Amp 1 No Incomer, 7 Nos Out Going Lt Control Panel. 167 Supply And Fixing Of35sq.Mm 3.5 Core Aluminium Conductor Lt Cable For Lt Panal 168 Sitc Of 150Mmdiasizemainpiping& Valves For Deliveryline & Commonheader Includingband, Tee, Valve Etc Complete 169 Supply And Fixing Of16sq.Mm 3Core Copper Conductor Lt Cable For Starter 170 Electromagnitic Flow Meter150 Mm Dia. 171 Supply Of Suitable Capacity I.E. 75 Kva 3 Phase Servo Voltage Stablizerforinputvoltage 240V To500v & Outputvoltage 415±6%Volts.. 172 Supply & Fixing Of Pressure Guage 173 Supply & Fixing Of 2 Tone4 Way Motionhot Crane 174 Internal &Extranal Electrification Of Pumphousecompletein All Respect 175 Supply& Fixing Electromachanicalchlorinatingplant. 176 Supplyandfixing Of Double Pole Earthingincluding Material For Above All Completein All Respect. Electrical Equipment. 177 Supply & Fixing Of Rubber Sheet 178 Watch And Ward Of Pumping Plant 179 Supply And Installation Of 450 Lpm Pumps For 175 Kl / 20 M Staging Oht 180 Supplyandinstallation Of 450Lpm 65M Headvt Pump Set With Suitablecapacityofvhsmotor Included 4.5Mtr Columnassembly Discharge Head Completein All Respect ( 2W+ Is ) . 181 Supply And Installation Of 10 Hp Starter 182 Sitc Of 150Mmdiasizemainpiping& Valves For Deliveryline & Commonheader Includingband, Tee, Valve Etc Complete 183 Supply And Fixing Of10sq.Mm 3Core Copper Conductor Lt Cable For Starter 184 Supply & Fixing Of Pressure Guage 185 Electromagnitic Flow Meter150 Mm Dia. 186 Supply& Fixing Electromachanicalchlorinatingplant. 187 Supply And Fixing Of Solar Light 188 Power Connection From Uppcl Without Gst :- 189 3 Phase Lt Power Connection For Above Scheme

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	16-Apr-2023	Date Corrigendum	Date	20-04-2023
2	20-Apr-2023	Date Corrigend	Date	27-04-2023

INR 23600 /-

INR 1500000.0 /-

INR 11.86 Crore /-

Name of Work:Reorganisation Works of Water Supply Scheme Including Survey, Design, Supply of all materials, labour T&P Complete in all respect on Turn Key Basis after completion, commissioning and Completion of trial & Run with defect liability period of works Including Har Ghar Jal Certificate & handing over to Gram Panchayat for Distt.- Jhansi under Jal Jeevan Mission Programme mentioned as under (Package-4).

Sl. No.	Item Description
1	Ramnagar Water Supply Reorganisation Scheme
2	Laying of RISING MAIN
3	Supply, Laying & Jointing of following sizes ( D.I. K-9 ) pipes for rising/feeder main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for D.Ipipes, as per IS- 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
4	100 mm dia DI-K-9
5	150 mm dia DI-K-9
6	Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge
7	100mm
8	150mm
9	Supply up to site of work of the following dia Swiss check type non return (reflux) Valve confirming for IS 5312 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respectand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge
10	100mm
11	150mm
12	Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer.
13	20mm dia
14	Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches
15	Same as above but excavation in all type of rock
16	THRUST BLOCK
17	R.C.C. with cement, coarse sand and 20mm gauge stone ballast in proportion of1:2:4 in thrust blocks of pipe line excluding supply of reinforcement & its bending the same with 0.50mm thick binding wire in position & necessary centering and shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work.
18	Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer
19	Sluice valve chambers (Masonry type)
20	Air valve chambers (Masonry type)
21	Dismantling and reinstatement of following type of village road for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
22	Bitumen road
23	Over Head Tank
24	Construction of 75 KL/ 16 M staging height Over Head Tank as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components,Instrumentsincluding cost of soil testing.All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. coverand thickness, pillar of ventilator should be minimum 50 cm height. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint.It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely water tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangement. This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of D.I.D/F Pipes with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Including Out let pipe as max size of distribution system, Inlet pipes size as rising main size, Over flow pipe as minimum rising main size & Wash out pipe 100 mm dia. Supply and Fixing of manually operated valves/sluice valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc. Complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under No duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per departmental type design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per departmental type design and drawing.Painting of all concrete surface and steel pipe works with threecoats Appex (Exterior Emulsion) Painting over a base coat of Birla White puttyand anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches. Laying of pipe line etc. required for proper completion of works as per direction of the Engineer.
25	Clear Water Reservoir
26	Detailed Survey, design and Drawing, Construction of Semi sunkRCC CWR (Circular as per site condition )of 20 KL capacity including free board, fixing of inlet and outlet pipes of suitable sites, fixing of M.S. ladder with railing inside the CWR,R.C.C ramp and stair from GL to roof of CWR, M.H. covers with locking arrangement and ventilators at top and suction chamber, Automatic water level Indicator,inlet, out let, over flow pipes withpuddle collars, required capacity of sluice valve, SV chambler etc., as per IS Specifications, including , Excavation of foundation in all type of soil and rock for foundation as required with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach roadand refilling of earth around CWR,also development and site clearance as per required. complete including supply of all material , labour , T&P etc. & constructionclear water pump house with Suitable height with all door, window, Gentry Girder with Chain Pulley to install the pumping plants, openingin Slab with steel cage hinged and locking arrangement, apron around CWR and kota stone flooring in pump house and top of CWR, construct pumping plant foundation, fixing of20 mm Dia G.I. PipeRailing 1.0 m height in three Rows at top of CWR, Supply of all material such as CI pipes , specials etc. labour for construct drainage arrangement for emptying the CWR for cleaning & maintenance etc., painting of all concrete surface 3 coat of approved apex paint , with 2 coatsBirla white putty , painting of pipes with anti-corrosive paint, as perdirection of Engineer-In Charge including all complete.
27	Construction of Single Room Staff Quarter
28	SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendant as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm gauge ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm gauge stone ballast laid in pannels,finished with 3 mm floating coat of neat cementand 75 mm thick base concrete 1:4:8 ,supply and fixing of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire gauge 1.50mm mesh over window with wood batten 50x12 mm and emulsion painting in three coat over two coats of birla white puty using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures, pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direction of EIC
29	Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm thk. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
30	Laying of DISTRIBUTION SYSTEM
31	Supply, Laying & Jointing of following sizes pipes for distribution system conforming to relevent Specifications with all jointing materials, Specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
32	GI MEDIUM CLASS
33	65mm dia
34	80mm dia
35	DI class K-7
36	100mm dia
37	Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches
38	Same as above but excavation in all type of rock
39	Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge.
40	D.I.Sluice valve
41	80mm dia
42	100mm dia
43	Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer.
44	20mm dia
45	Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer
46	Sluice valve chambers (Masonry type)
47	Air valveschambers (Masonry type)
48	Dismantling and reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
49	Interlocking Road
50	Bitumen Road
51	CC Road
52	Provision for crossing of nalas, including shifting of telephone cables etc. along the alignment of pipe line etc. complete as per instructions of Engineer -in -charge.
53	Provision for crossing of Nala (For upto 5.0 M Wide)
54	Making Functional Household Tapped Connections (FHTC) from distribution line to outer wall of house in 65 to 200 mm nominal dia PVC Pipe and 50 mm dia G.I. to 150 mm dia D.I./G.I. Pipe distribution mains (existing New) with supply ofG.I. pipe 15 mm (Average 2.00 mtr)and H.D.P.E. 20 mm (Average 15.00 mtr including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge, fixing of Ferrule (6 mm dia) of required size. Tapping the main, includes the cost of bailing out and subsequent back fill of water main and cost of fitting and specials etc complete and repair of subsequent leakages of joints, fittings and specials during work, also including required repairing of existing pipe line damaged during dimentalling old line connections including dismentaling and reinstatement of any type of road such as CC, Interlocking, BOE or Bitumen Road. Uploading of Photographs of running FHTCwith aadhar no. (Also submit xeror copy of aadhar Card to the department) of benificiery on www.ejalshakti.gov.in site (IMIS) and submiting of Hard Copy of photographs to the department.
55	RENOVATION OF EXISTING STRUCTURES
56	Repair work of existing structures (such asboundary wall of W/W campus and Pump House) such as repair of slab, dismentalling of damaged old plaster and replaster of thewalls inner and outer face in proportion 1:6(cement: sand) with 12mm thick plaster cement and local sand mortar in 1:6, over existing brick work, with minimum thickness not be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge. Painting of all exposed surface of existing building with two or more coats of approved brand of apex paint over two coat approved brand wall putty including scrapping of old rough paint neatly and homogeneously including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge and Roof treatment including water profing repair works in existing buildings with Murga jali in 1:1.5:3 cement concrete of required Thickness including supply of all material, labour required for same T&P etc. as per site requirement upto satisfaction of engineer in charge and Providing and fixing in position Mild Steel all panelled doors and window shutters including supply and fixing of material for making door shutters by M.S. sheet 16 gauge including supply and fixing M.S. angle 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete at site as per site requirement upto satisfaction of engineer in charge
57	Earth filling work for proper levelling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including levelling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer
58	Site Development - (1) Leveling and grading of the treatment plant site up to finished Ground level. Over flow drains and sewerage of W/W campus. Approach / Internal roads design for class "A" loading along with side rains. Supply and fixing of fixtures etc. for external electrification along the approach / internal roads and W/W campus complete.
59	Pumping Plant for 75 KL/16 M staging Over Head Tank at Ramnagar
60	SupplyandInstallation of 300LPM 60M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (1 W+ IS).
61	Supply and Installation of 10 HP Starter
62	SupplyandInstallation of 100 Amp 1 no incomer,2 nos out going LT control Panel.
63	Supply and Fixing of16 sq.mm 3core copper conductor LT Cable
64	SITC of 100mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete
65	Supply and Fixing of10sq.mm 3core copper conductor LT Cable
66	Electromagnitic Flow Meter100 mm dia.
67	Supply of suitable Capacity i.e. 15 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts . .
68	Supply & Fixing of Pressure Guage
69	Supply & Fixing of 2 tone4 way motionHOT crane
70	Internal &Extranal Electrification of PumpHouseCompletein all respect
71	Supply& Fixing Electromachanicalchlorinatingplant.
72	SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment.
73	Supply & Fixing of Rubber Sheet
74	Watch and Ward of pumping plant
75	Power connection from UPPCL without GST:-
76	3 Phase LT Power Connection for above Scheme
77	Sakrar Water Supply Reorganisation Scheme
78	Laying of RISING MAIN
79	Supply, Laying & Jointing of following sizes ( D.I. K-9 ) pipes for rising/feeder main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for D.Ipipes, as per IS- 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
80	100 mm dia DI-K-9
81	150 mm dia DI-K-9
82	200 mm dia DI-K-9
83	Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge
84	150mm
85	200mm
86	Supply up to site of work of the following dia Swiss check type non return (reflux) Valve confirming for IS 5312 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respectand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge
87	100mm
88	150mm
89	200mm
90	Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer.
91	20mm dia
92	Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches
93	Same as above but excavation in all type of rock
94	THRUST BLOCK
95	R.C.C. with cement, coarse sand and 20mm gauge stone ballast in proportion of1:2:4 in thrust blocks of pipe line excluding supply of reinforcement & its bending the same with 0.50mm thick binding wire in position & necessary centering and shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work.
96	Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer
97	Sluice valve chambers (Masonry type)
98	Dismantling and reinstatement of following type of village road for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
99	Bitumen road
100	CC road
101	Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (N0 negative tolerance in thickness is permissible) etc. required for proper completion of the work along with Horizontal directional drilling for steel duct / Pipes : Installation of steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe/work material, installing new pipe work and commissioning system or making the system ready for commissioning by capital HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling stringing, rimming, and pulling back the new pipe work on the design bore pipe path alignment, proper disposal of drilling fluid and backfill of site after completion all-inclusive as per IndSTT:101-2018: Code of practice for horizontal direction drilling technique suiting Indian conditions etc. required for proper completion of the work as per instructions of Engineer including Licence fee to be paid to NHAI for granting permission for crossing and laying of pipe across and along the national highway
102	Over Head Tank
103	Construction of 175 KL/ 20 M staging height Over Head Tank as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components,Instrumentsincluding cost of soil testing.All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. coverand thickness, pillar of ventilator should be minimum 50 cm height. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint.It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely water tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangement. This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of D.I.D/F Pipes with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Including Out let pipe as max size of distribution system, Inlet pipes size as rising main size, Over flow pipe as minimum rising main size & Wash out pipe 100 mm dia. Supply and Fixing of manually operated valves/sluice valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc. Complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under No duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per departmental type design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per departmental type design and drawing.Painting of all concrete surface and steel pipe works with threecoats Appex (Exterior Emulsion) Painting over a base coat of Birla White puttyand anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches. Laying of pipe line etc. required for proper completion of works as per direction of the Engineer.
104	Clear Water Reservoir
105	Detailed Survey, design and Drawing, Construction of Semi sunkRCC CWR (Circular as per site condition )of 100 KL capacity including free board, fixing of inlet and outlet pipes of suitable sites, fixing of M.S. ladder with railing inside the CWR,R.C.C ramp and stair from GL to roof of CWR, M.H. covers with locking arrangement and ventilators at top and suction chamber, Automatic water level Indicator,inlet, out let, over flow pipes withpuddle collars, required capacity of sluice valve, SV chambler etc., as per IS Specifications, including , Excavation of foundation in all type of soil and rock for foundation as required with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach roadand refilling of earth around CWR,also development and site clearance as per required. complete including supply of all material , labour , T&P etc. & constructionclear water pump house with Suitable height with all door, window, Gentry Girder with Chain Pulley to install the pumping plants, openingin Slab with steel cage hinged and locking arrangement, apron around CWR and kota stone flooring in pump house and top of CWR, construct pumping plant foundation, fixing of20 mm Dia G.I. PipeRailing 1.0 m height in three Rows at top of CWR, Supply of all material such as CI pipes , specials etc. labour for construct drainage arrangement for emptying the CWR for cleaning & maintenance etc., painting of all concrete surface 3 coat of approved apex paint , with 2 coatsBirla white putty , painting of pipes with anti-corrosive paint, as perdirection of Engineer-In Charge including all complete.
106	Construction of Single Room Staff Quarter
107	SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendant as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm gauge ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm gauge stone ballast laid in pannels,finished with 3 mm floating coat of neat cementand 75 mm thick base concrete 1:4:8 ,supply and fixing of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire gauge 1.50mm mesh over window with wood batten 50x12 mm and emulsion painting in three coat over two coats of birla white puty using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures, pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direction of EIC
108	Construction of Boundary Wall
109	Supply of all materials T&P etc. forConstruction of boundary wall55 m long , 1.5 m high and 115 mm thick boundary wall with 230 mmx 230 mm thick pillar madein Brick masonry in 1cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.6 m, at the site of water works, CWR and ESR, Brick work in super structure and CR stone masonary in 1:4 cement sand mortor below plinth level, RCC plinth beam in 1:2:4 cement, sand and stone grit and exterior emulsion painting in3 coats over base coat of birla white putty as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc. for proper completion of work as per instructions of Engineer
110	Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm thk. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
111	Laying of DISTRIBUTION SYSTEM
112	Supply, Laying & Jointing of following sizes pipes for distribution system conforming to relevent Specifications with all jointing materials, Specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
113	HDPE PIPE
114	63mm dia
115	90mm dia
116	DI class K-7
117	100mm dia
118	150mm dia
119	200mm dia
120	300mm dia
121	Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches
122	Same as above but excavation in all type of rock
123	Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge.
124	D.I.Sluice valve
125	80mm dia
126	100mm dia
127	150mm dia
128	200mm dia
129	Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer.
130	20mm dia
131	Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer
132	Sluice valve chambers (Masonry type)
133	Air valveschambers (Masonry type)
134	Dismantling and reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
135	Interlocking Road
136	BOE Road
137	Bitumen Road
138	CC Road
139	Provision for crossing of nalas, including shifting of telephone cables etc. along the alignment of pipe line etc. complete as per instructions of Engineer -in -charge.
140	Provision for crossing of Nala (For upto 5.0 M Wide)
141	Making Functional Household Tapped Connections (FHTC) from distribution line to outer wall of house in 65 to 200 mm nominal dia PVC Pipe and 50 mm dia G.I. to 150 mm dia D.I./G.I. Pipe distribution mains (existing New) with supply ofG.I. pipe 15 mm (Average 2.00 mtr)and H.D.P.E. 20 mm (Average 15.00 mtr including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge, fixing of Ferrule (6 mm dia) of required size. Tapping the main, includes the cost of bailing out and subsequent back fill of water main and cost of fitting and specials etc complete and repair of subsequent leakages of joints, fittings and specials during work, also including required repairing of existing pipe line damaged during dimentalling old line connections including dismentaling and reinstatement of any type of road such as CC, Interlocking, BOE or Bitumen Road. Uploading of Photographs of running FHTCwith aadhar no. (Also submit xeror copy of aadhar Card to the department) of benificiery on www.ejalshakti.gov.in site (IMIS) and submiting of Hard Copy of photographs to the department.
142	RENOVATION OF EXISTING STRUCTURES
143	Heavy repair due for water tightness, dismantling of unwanted and construction of floor apron and semi-circular drain at the ground level all around the tank as per site conditions. Floor apron to be provided 0.50 m beyond the outer edge of the balcony, semi circular drain of 200 mm dia all around the O.H.T. flooring consisting of cement concrete with 20mm gauge approved stone grit, coarse sand, cement in proportion of 1:2:4 including dismantling of old repairableall material, labour, T&P etc also repairing of Chambers under tank structure as Sluice valve chamber,Wash out Chamber ,Bye pass chamber and over flow Chamber and supply of required for proper completion of the work as per direction and satisfaction of Engineer Incharge in Existing Over Head tank ,Supply and fixing ventilator jali at O.H.T./CWR including repairing of the ventilator and fixing the same properly including supply of all material, labour, T&P etc., Supply and fixing of new Lightening Conductor consisting of Elevation rod, Down conductor, Earth plate complete with marked scale of the O.H.T. including cutting of hole for cleats to fix the same properly and including supply of all material, labour, T&P etc. and fixing the appliances in the cleats with screw or nales etc. all complete,Painting of outer surface of OHT with 3 coats of approved wheather proof paint (like apex etc.) as per departmentalcolour with two coat Birla white putty. Railing of stair case and balcony with iron post and two raws of G.I. pipe 20mm dias and Painting the iron work in small area with one coat of anti corrosive primer coat and two coat of approved enamel paint also writing of Programme Name with Scheme name & Tank Capacity on Tank Wall as per direction & up to satisfaction of engineer in-charge.
144	Repair work of existing structures (such asboundary wall of W/W campus and Pump House) such as repair of slab, dismentalling of damaged old plaster and replaster of thewalls inner and outer face in proportion 1:6(cement: sand) with 12mm thick plaster cement and local sand mortar in 1:6, over existing brick work, with minimum thickness not be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge. Painting of all exposed surface of existing building with two or more coats of approved brand of apex paint over two coat approved brand wall putty including scrapping of old rough paint neatly and homogeneously including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge and Roof treatment including water profing repair works in existing buildings with Murga jali in 1:1.5:3 cement concrete of required Thickness including supply of all material, labour required for same T&P etc. as per site requirement upto satisfaction of engineer in charge and Providing and fixing in position Mild Steel all panelled doors and window shutters including supply and fixing of material for making door shutters by M.S. sheet 16 gauge including supply and fixing M.S. angle 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete at site as per site requirement upto satisfaction of engineer in charge
145	Earth filling work for proper levelling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including levelling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer
146	Site Development - (1) Leveling and grading of the treatment plant site up to finished Ground level. Over flow drains and sewerage of W/W campus. Approach / Internal roads design for class "A" loading along with side rains. Supply and fixing of fixtures etc. for external electrification along the approach / internal roads and W/W campus complete.
147	Pumping Plant for CWR to CWR
148	SupplyandInstallation of 1800LPM 55M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (1 W+ IS).
149	Supply and Installation of 35 HP Starter
150	SupplyandInstallation of 200 Amp 1 no incomer,2 nos out going LT control Panel.
151	Supply and Fixing of35sq.mm 3.5 core aluminium conductor LT Cable for LT panal
152	SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete
153	Supply and Fixing of16sq.mm 3core copper conductor LT Cable for starter
154	Electromagnitic Flow Meter150 mm dia.
155	Supply of suitable Capacity i.e. 60 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts . .
156	Supply & Fixing of Pressure Guage
157	Supply & Fixing of 2 tone4 way motionHOT crane
158	Internal &Extranal Electrification of PumpHouseCompletein all respect
159	SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment.
160	Supply & Fixing of Rubber Sheet
161	Watch and Ward of pumping plant
162	Pumping Plant for CWR to OHT
163	SupplyandInstallation of 550LPM Pump for 250 KL/16 M staging OHT
164	SupplyandInstallation of 550LPM 65M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (2W+ IS).
165	Supply and Installation of 15 HP Starter
166	SupplyandInstallation of 200 Amp 1 no incomer,7 nos out going LT control Panel.
167	Supply and Fixing of35sq.mm 3.5 core aluminium conductor LT Cable for LT panal
168	SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete
169	Supply and Fixing of16sq.mm 3core copper conductor LT Cable for starter
170	Electromagnitic Flow Meter150 mm dia.
171	Supply of suitable Capacity i.e. 75 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts . .
172	Supply & Fixing of Pressure Guage
173	Supply & Fixing of 2 tone4 way motionHOT crane
174	Internal &Extranal Electrification of PumpHouseCompletein all respect
175	Supply& Fixing Electromachanicalchlorinatingplant.
176	SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment.
177	Supply & Fixing of Rubber Sheet
178	Watch and Ward of pumping plant
179	Supply and Installation of 450 LPM pumps for 175 KL/20 M staging OHT
180	SupplyandInstallation of 450LPM 65M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (2W+ IS).
181	Supply and Installation of 10 HP Starter
182	SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete
183	Supply and Fixing of10sq.mm 3core copper conductor LT Cable for starter
184	Supply & Fixing of Pressure Guage
185	Electromagnitic Flow Meter150 mm dia.
186	Supply& Fixing Electromachanicalchlorinatingplant.
187	Supply and Fixing of Solar Light
188	Power connection from UPPCL Without GST :-
189	3 Phase LT Power Connection for above Scheme