Tender For Construction Of Oht Cwr Pipe Laying Tw Pump House Scada With Supply Of All Material Labou At Sarojni Nagar Lko, lucknow-Uttar Pradesh

Construction Of Oht Cwr Pipe Laying Tw Pump House Scada With Supply Of All Material Labou At Sarojni Nagar Lko Construction Of Oht Cwr Distribution System Rising Main Tube Well Pump House Staff Quarter House Connection Boundary Wall Campus Development Scada Automation With Supply Of All Material Labour Etc At Sarojni Nagar Lucknow , A- Civil Works :- Over Head Tank Design, Supply Of All Materials, Labour, T&P Etc Required For Construction Of Intz Type Rcc Over Head Tank Including Various Works Like - Ventilator And Water Level Indicator, Lightening Conductor, C.I. D/F Verticle Pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), Duck Foot Bend, Puddle Collers And Bell Mouths, Sluice Valve On Inlet, Outlet & Washout Pipe And Valve Chamber, Bye-Pass Arrangement Of Oht, Flooring, Apran & Drain (100 Mm Thick Pcc Of1:1.5:3& 100 Mm Thick Rcc Of 1:1:2 ), Floortwo Coat Apex Painting Over One Coat Primer Of Approved Colour After Finishing Of Rcc Surface With Grinder, Repair Of Pin Holes, Unevenness., Railings- G.I. Pipe Railing Around Stair Case (Both Sides), Balcony & Top Dome Periphery, S.S Ladder From Opening Of Top Dome To Bottom Dome, Stair Case (Seperate Two Column Basedrcc Staircase And 1 M Wide Balcony With Arrangement Of M.S Gate And Jali), Food Grade Epoxy Coating Of Fosroc / Ciba-Geigy Or Reputated Brand On Inside Surface Area Of Water Container After Testing For Water Tightness, Of Capacity And Staging Mentioned As Under: For Bidding Purpose, Bearing Capacity Of Soil Shall Be Considered As 8T/Sq.M. Working Design Shall Be Based On The Sbc Determind After Soil Investigation / 8 Tonne/Sqm. Note :- The Bid Price Of Over Head Tanks Is To Be Submitted Considering Net Safe Allowable Bearing Capacity As 8 T/M2, Keeping The Minimum Foundation Depth To Be 2.5 M Below Existing Ground Level At The Site Of Work, Layout As Ground Level Of Over Head Tank Consider From 30 Cm Above Than Near Of Road Surface To Be Finalized By The Engineer In Charge. The Successful Bidder Will Be Required To Investigate The Soil Bearing Capacity. If Net Safe Allowable Bearing Capacity Is Found To Be Equivalent Or More Than 8 T/M2, The Design Of Oht Will Be Based On 8 T/M2 Capacity. However, In Case The Net Safe Allowable Bearing Capacity Is Found To Be Below 8 T/M2, Then The Design Of Oht Will Be Based On The Actual Bearing Capacity. , Over Head Tank - 2500 Kl / 22 M Staging At Sarojni Nagar - I, Zone 1 , Over Head Tank - 1500 Kl / 22 M Staging At Sarojni Nagar - I, Zone 2 , Over Head Tank - 1400 Kl / 22 M Staging At Sarojni Nagar - I, Zone 3 , Over Head Tank - 2500 Kl / 22 M Staging At Sarojni Nagar - Ii, Zone 1 , Over Head Tank - 2500 Kl / 22 M Staging At Sarojni Nagar - Ii, Zone 2 , Over Head Tank - 2000 Kl / 22 M Staging At Ibrahimpur, Zone 1 , Clear Water Reservoir Design, Supply Of All Material, Labour, T&P Etc. Required For Construction Of Ractangular, R.C.C Clear Water Reservoir Cum Pump House To Accomadate 3 No Of Pumping Plants And Other Appurtenant Work Etc As Per Is 3370-1965 (Part I To Iv) Or Its Latest Amendments. Structural Design And Drawing Shall Be Submitted By Any Indian Institute Of Technology Of India. The Design Will Be Based On All Relevant Technical Specification Asgiven Herewith In Bid Document. A Separate Room Of Not Less Than 3.00X3.00M In Size Should Be Provided By The Side Of The Pump House For Record Keeping. Provision For Fixing Ofinlet Pipe Equivalent To No Of Tws To Be Connected To Cwrand Over Flow Pipe Of Required Dia With All Necessary Fittings Such As Sluice Valve, Nrvand Their Chamber As Per Design And Specification And Place Decided By Engineer In Charge. The Floor Of Pump House And Top Of Cwr And The Room Provided At The Side Of Pump House Should Be 40Mm Kota Stone Flooring. The Size Of Cwr Pump House Should Be Such That All The Motor Pump Starters O.C.B. Cables, Water Level Indicator All Piping Arrangement, Reflex Valve Sluice Valve Etcmay Be Accommodated In The Pump House. Architectural View Of Pump House Shall Be Approved By Department Before Execution Of Work.The Pump House Will Be Constructed With All Appurtenant Work Such As Fixing Of Door Window Grill Shutter And Collapsible Door If Required Suitable Gantry Beam With Rail Electronic Water Level Indicator As Given In Detail Specification Including Necessary Glazed Door. 1 M Wide Rcc Stair Case With Stainless Steel Hand Railing To Go Inside Reservoir, Sump Below The Pump House Area, Stainless Steel Railing Over The R.C.C Slab Of Reservoir, Granular Texture Finish On Exterior Surface Of Pump House, Gantry Beam, Food Grade Epoxy Coating Of Fosroc / Ciba-Geigy Or Reputated Brand On Inside Surface Area Of Water Container After Testing For Water Tightness, Of Capacity Mentioned As Under: Note : The Bid Prices Of Clear Water Reservoir / Pumping Stations Are To Be Submitted Considering The Depth Of Excavation May Extend Up To 6 M Bgl, Layout As Ground Level Of Over Head Tank Consider From 30 Cm Above Than Near Of Road Surface To Be Finalized By The Engineer In Charge. , Cwr - 600 Kl At Sarojni Nagar - I, Zone 1 , Cwr - 1100 Kl At Sarojni Nagar - Ii, Zone 1 , Cwr - 1300 Kl At Sarojni Nagar - Ii, Zone 2 , Cwr - 400 Kl At Ibrahimpur, Zone 1 , Distribution System And Risingmain Supply Of High Density Polyethelene Pipes (Hdpe(Pn-6)/Pe-100), Conforming To Is 4984 / 14151 / 12786 / 13488 In Coils/ Standard Lengths With Nesessary Jointing Material Like Electro-Fusion Coupler, Flanged Joint, Including All Statutary Duties And Taxes, Third Party Inspection Charges, Transit Insurance, Freight, Transportation To Store/ Site Of Work, Unloading & Stacking The Same In Covered Shade Duly Protecting From Sunrays & Rains, Etc. Complete As Directed By Engineer –In-Charge. , 110 Mm Dia , 140 Mm Dia , 160 Mm Dia , 200 Mm Dia , Supply Of Isi Marked S & Scentrifugally Cast (Spun) Ductile Iron Pipes (Class K-7/K-9) As Per Is : 8329-2000 Suitable For Push On Jointing By Compatible Rubber Gasket Confirming To Is : 9523 : 1980 At Store Including All Statutary Duties And Taxes, Third Party Inspection Charges, Transit Insurance, Freight, Transportation To Store/ Site Of Work, Unloading, Stacking Etc. Complete As Directed By Engineer –In-Charge. , Class K-7 250 Mm Dia , Class K-7 300 Mm Dia , Class K-7 350 Mm Dia , Class K-7 400 Mm Dia , Class K-7 450 Mm Dia , Class K-7 500 Mm Dia , Class K-7 600 Mm Dia , Di K-9 Pipe 200 Mm Dia , Di K-9 Pipe 350 Mm Dia , Di K-9 Pipe 400 Mm Dia , Earth Work In Excavation For Pipeline Trenches In Following Type Of Soils With Lead Upto 50M, Refilling The Soil As Required, Including Depositing In Layers Not Exceeding 150Mm, Watering And Compaction To 95% Of The Standard Proctor Density, Level Dressing, Including Supply Of All Labour, T&P Etc. Required For Proper Completion Of The Work. Including Disposal Of Surplus Earth Up To 8 Km Radial Distance , In Ordinary Soil , Carting, Lowering, Laying Of Following Dia Of Hdpe Pipe (Pn-6)/Pe-100 Of Following Dia And Requisite Specials To Site Of Work, Lowering Them Into Trenches, Laying True To Alignment And Gradient, In Proper Position, Cutting Of Pipes, Making Of Joints Including Cost Of Jointing Materials And Rubber Rings, Labour, T&P, Including Hydraulic Testing Etc. Complete As Directed By Engineer In-Charge. It Includes Provision For Making Of Alignment On City Roads, Making Trial Pits To Investigate Location Of Various Under Grounds Services Like Telephone Cables, Electric Cable, Existing Pipe Lines And Sewer Lines Etc. Arrangements For Diversion Of Traffic And Associated Works Etc. With Supply Of All Necessary Equipment, Materials, Labour And T&P Etc. Complete Required For Completion Of Work.The Trenches Shall Be Properly Barricaded And Fenced Off Wherever Necessary. Red Flags And Caution Boards During Day And Red Lights During Night Shall Be Displayed So As To Avoid Any Accidents. Note: Jointing Between Hdpe Pipes And Specials Shall Be Done As Per The Latest Is: 7634 Part Ii. Only Bar Coded Electro-Fusion Machine (Automatically Readable) That Can Read The Bar Code Of The Fittings Automatically Shall Be Used For Jointing Of Hdpe Pipe/Fittings. Note: 1. Contractor Will Ensure To Supply Of 15 No. Set Of Electrofusion Jointing Machine Including Cutting & Peeling Tool Andother Misc. Equipments. 2. Contractor Will Provide 10 No. Set Of Hydro Testing Machine Of 20 Kg/Cm² Capacity Including 1 No. Tractor With Water Tanker Will Also Be Part Of This Set. 3. Contractor Will Provide Minimum 1 0 Tractor Trolley For Disposal Of Surplus Earth. 4. Contractor Will Provide 10 No. Of Tractor With Water Tanker For Sprinkling Of Water On Trenches And 5 No. Anti Smoke Gun To Protect The Dust Particals Entering In The Atmosphere Which May Be Cause Of Increase Of Aqi Of Construction Area. , 110 Mm Dia , 140 Mm Dia , 160 Mm Dia , 200 Mm Dia , Carting, Lowering, Laying And Jointing With Sbr Ruber Gasketsd.I. K-7/ D.I. K-9 Pipes Of Following Dia & Pressure Including All Specials, To Site Of Work, Lowering Them Into Trenches, Laying True To Alignment And Gradient, In Proper Position, Cutting Of Pipes, Making Of Joints Including Cost Of Jointing Materials And Rubber Rings, Labour, T&P, Including Hydraulic Testing Etc. Complete As Directed By Engineer In-Charge. It Includes Provision For Making Of Alignment On City Roads, Making Trial Pits To Investigate Location Of Various Under Grounds Services Like Telephone Cables, Electric Cable, Existing Pipe Lines And Sewer Lines Etc. Arrangements For Diversion Of Traffic And Associated Works Etc. With Supply Of All Necessary Equipment, Materials, Labour And T&P Etc. Complete Required For Completion Of Work. The Trenches Shall Be Properly Barricaded And Fenced Off Wherever Necessary. Red Flags And Caution Boards During Day And Red Lights During Night Shall Be Displayed So As To Avoid Any Accidents. Note : Only Sbr Rubber Gaskets To Be Used As Per Is-5382 And Is- 12820. , D.I. K-7 250 Mm Dia , D.I. K-7 300 Mm Dia , D.I. K-7 350 Mm Dia , D.I. K-7 400 Mm Dia , D.I. K-7 450 Mm Dia , D.I. K-7 500 Mm Dia , D.I. K-7 600 Mm Dia , Di K-9 Pipe 200 Mm Dia , Di K-9 Pipe 350 Mm Dia , Di K-9 Pipe 400 Mm Dia , Supply Of Following Sizes Of Di D/F Sluice Valve/Scour Valvewith Cap. Class-10 (Working Pressure 10Kg/Sqcm) Confirming To Is:14846:2000 At Site Of Work, Carting, Lowering In Already Prepared Trenches And Fixing Them In Position, Making Flange Joints Including Supply Of All Materials Such As Bolts, Nuts, Rubber Insertion, White Lead, Testing Etc. Complete. , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , 600 Mm Dia , Scoure Valve 100 Mm Dia , Supply Of Following Size Screwed Down Type D.I. Kinetic-Mechanicalair Valves At Site Of Work, Carting, Fixing In Position Including Boring And Threading In The Main Etc.Complete Including Cost Of Boring The Water Main Clamp With Socket, G.I. Medium Duty, Nipple And Subsequent Back Filling Etc Complete. , 50 Mm , Supply Of 80 Mm Dia Size Flanged Type Fire Hydrant Site Of Works Of 80Mm Dia Size Flanged Fire Hydrant To Site Of Work, Fixing Them In Position For Flanged Joints. , Carting Ofsluice Valve/Score Valve From Store To Site And Fixing It In The Pipe Line Including All Other Necessary Fitting And Specials As Per Direction Of E/I. , 100 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 300 Mm Dia , 350 Mm Dia , 400 Mm Dia , 450 Mm Dia , 500 Mm Dia , 600 Mm Dia , Scoure Valve , 100 Mm Dia , Supply Of Following Size Screwed Down Type D.I. Kinetic Mechanical Air Valves At Site Of Work, Carting, Fixing In Position Including Boring And Threading In The Main Etc.Complete Including Cost Of Boring The Water Main Clamp With Socket, G.I. Medium Duty, Nipple And Subsequent Back Filling Etc Complete. , 50 Mm , Supply Of All Materials, Labour, T&P Etc. Required For80 Mm Dia Size Flanged Type Fire Hydrant Taping Point As Per Guidelines Of Up Fire Service Department Including All Fittings And Specials. , Supply Of All Materials, Labour, T&P Etc. And Construction Of Sluice Valve/Scour Valve Chamber As Per Type Design. , Surface Box Type Including Supply And Fixing Of 150Mm X 150 Mm Size Surface Box. (Upto 125 Mm Dia Valve) , Masonry Type With Rcc Cover (More Than 150 Mm Dia Valve) , Supply Of All Materials, Labour T&P Etc. And Construction Of Air Valve Chamber Complete Required For Proper Completion Of The Work As Per Type Design With Rcc Cover-Specific Thickness , Supply Of All Materials, Labour, T&P Etc. And Construction Of Fire Hydrant Chamber Complete Required For Proper Completion Of The Work As Per Type Design With Rcc Cover , Construction Of Rcc Thrusht Block In 1:1.5:3 With Cement, Coarse Sand And 20 Mm Guage Stone Gtit At Bends Of Pipe Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work , Mild Steel Tmt.Fe-500D In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (For Construction Of Rcc Thrusht Block) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of Steel Its Wastage Bend Hooks And Othorised Overlapping Shall Be Measured Upto Floor Two Level. , Provision For Crossing Of Nala, Road, Culvert Excluding Supply Of C.I. Tyton Pipe/Ms Pipe And Specials, But Including Their Laying, Jointing Etc. Complete. , More Than 1.0 M , Less Than 1.0 M , Dismantling Of Following Type Of Road Surface Including Sorting Out And Stacking Of Serviceable Materials And Disposal Of Unserviceable Materials Upto Distance Of 8Km. And Also Including Temporary Reinstatement Of Road By Old Materials. (Detail Attached) , Bituminous Road , B.O.E. Road , C.C. Road , Interlocking Tiles , Earthen Road , Permanent Re-Instatement Of Following Type Of Road Surfaces After Laying Of Pipe Line Including Supply Of All Materials, Labour, T&P Etc. Required For Completion Of Work. It Also Includes Necessary Excavation Required For Preparation Of Trench For Reinstatement Of Road, Disposal Of Surplus Unserviceable Material, Watering, Ramming, Cleaning Of Surface For Proper Completion Of The Work As Per Directions Of Engineer-In-Charge. , Construction Of Bitumen Road As Per Morth/Pwdspecification Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work. To Achive The Required Quality Of Work, Graded Material In Appropriate Quantity Shall Be Supplied By The Contractor. This Material Shall Be Used In Filling Of Trenches Onlyafter Succesfully Testing Of Material From Nabl Laboratory With Relevent Is Code. Sample Collection Of Gsb Material, Bm And Sdbc Will Be Done Asrequired By Engineer Incharge. All Works Shall Be Done As Per Following Thickness:- Gsb G-1 (One Coat) (90-40 Mm)= 12.5 Cm G -2 (One Coat) (45-63 Mm)= 7.5 Cm G - 3 (One Coat) (22.5 - 53 Mm) = 7.5 Cm Bm (One Coat) = 10 Cm Sdbc (One Coat) = 3 Cm Tack Coat With Bituminous Emulsion (Ms)= 0.25 Kg/Sqm Prime Coat With Bituminous Emulsion (Slow Setting) = 0.75 Kg/Sqm , Brick On Edge With Bricks (40 % New & 60% Old) Laid Dry, Joints Filled With Local Sand Including Preparation Of Base To Proper Slope And Its Ramming, Spreading A Layer Of 10 Cm Depth Of Local Sand Over The Subgrade And Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Complete Of The Work. , Providing And Laying Cement Concretein Roads, Using Coarse Sand And Graded Stone Aggregate Of 20 Mm Nominal Sizelaying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope / Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sectionsm, Curing, Making Provision For Contraction / Expansion, Construction & Longitudinal Joints (10 Mm Wide X 50 Mm Deep) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer - In - Charge Pcc = 100 Mm,1:1.5:3(Cement, Coarse Sand & Stone Ballast Of 20-40 Mm) Cc =100 Mm, 1:1:2 (Cement, Coarse Sand & Stone Ballast Of 16-20 Mm) , C.C. Interlocking Tiles Road - Type A (With Using 100% New Tiles) Construction Of C.C. Interlocking Tile Road Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work As Per Following Thickness:- Pcc = 100 Mm,1:3:6 (Cement, Coarse Sand & Stone Ballast Of 20-40 Mm) Sand= 50 Mm Thick Local Sand Lair For Preparation Of Surface Tiles = 100% New Note : 80 Mm Thick M-30 Grade Rubber Moulded Interlocking Tile Shall Be Used For Construction Of Interlocking Tile Road.1:1.5:3Cc Edging Shall Be Done In Required Thickness To Protect The Edge Of Tiles Road And Drain. To Achive The Required Quality Of Work, Sample Collection Of Material And Interlocking Tilesshall Be Done Asrequired By Engineer Incharge For Succesfully Testing Of Material From Nabl Laboratory With Relevent Is Code. , C.C. Interlocking Tiles Road - Type B (With Using 100% Old Tiles) Construction Of C.C. Interlocking Tile Road Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work As Per Following Thickness:- Pcc = 100 Mm,1:3:6 (Cement, Coarse Sand & Stone Ballast Of 20-40 Mm) Sand= 50 Mm Thick Local Sand Lair For Preparation Of Surface Tiles = 100% Old , Local Sand Filling Over Pipe Including Supply Of Local Sand, Filling, Watering And Ramming Etc. Completefor Proper Completion Of The Work. , Segregation Of Sub Zones At Aproprate Places At New Line And As Well As Existing Line As Required For Proper Functioning The Water Supply Scheme Including Cutting Of Pipe Jointing Supply And Fixing Of Sluice Valves, Construction Of Chamber Etc Complete In All Respect As Per Direction Of Engineer In Charge. , Construction Of Drikinking Water House Connection With Distribution Mains Including Dismantling Of Road, Supply And Carting Of Material (20 Mm Hdpe Pipe Pe-80/Pn-16 From Trench To Outer Wall/Boundary Wall, 15 Mm Gi Pipe Class-B Average Length 3 M, 15 Mm Gi Elbow Includinghdpe Electrofusion Shaddle For Hdpe Pipe And Di Strap Saddle For Di Pipe Shall Be Used.1 No. Brass Tap Shall Be Fixed Inside The House Of Consumer As Per Is 8931 And 8934, All 20 Mm Gi Union, 20 Mm, 1 No. 15 Mm Brass Ferrule And Other Gi Fitting And Specialsshall Be According To Is 12183 & Is2065. , Fta & Mta And Other Compression Fittings Of 100% Pure Virgin (Georgefisher, Kimplas) Shall Be Provided. Hdpe Shaddle Shall Be Fixed With Electrofusion Method.All Fitting Of Water Supply House Connections Shall Be Fixed Them Into Trenches, Fixing Them In Proper Alignment And Jointing And Making Hols In Walls For Crossing The Gi Pipe, Fixing Of Gi Pipe With Minimum 3 Hooks & Repairing Of Hold After Connection, Necessary Excavation For Connection With Permanent Reinstatement Of Road All Labour, T&P Etc. Required For Proper Completion Of The Work. , In C.C. Road 110 Mm Dia Pipe , 140 - 160 Mm Dia Pipe , 200 - 250 Mm Dia Pipe , 300 Mm Dia Pipe , 300-600 Mm Dia Pipe , In Bituminious Road 110 Mm Dia Pipe , 140 - 160 Mm Dia Pipe , 200 - 250 Mm Dia Pipe , 300 Mm Dia Pipe , 300-600 Mm Dia Pipe , In B.O.E. Road 110 Mm Dia Pipe , 140 - 160 Mm Dia Pipe , 200 - 250 Mm Dia Pipe , 300 Mm Dia Pipe , 300-600 Mm Dia Pipe , In Interlocking Tile Road 110 Mm Dia Pipe , 140 - 160 Mm Dia Pipe , 200 - 250 Mm Dia Pipe , 300 Mm Dia Pipe , 300-600 Mm Dia Pipe , In Earthen Road 110 Mm Dia Pipe , 140 - 160 Mm Dia Pipe , 200 - 250 Mm Dia Pipe , 300 Mm Dia Pipe , 300-600 Mm Dia Pipe , Supply Of All Material T&P Etc. Required For Construction Of Pump House 29 Nos.As Per Typical Drawing Of Department. The Structural Design Of Pump House Shall Be Submitted By The Contractor On The Basis Of Safe Bearing Capacity Of Soil. The Plinth Level Of Pump House Shall Be 60Cm Above From Finished Gl Of The Campus. The Following Criteria Shall Be Taken In Consideration For Structural Design Of Pump House. Pcc - 100Mm Thick In 1:3:6Withcement, Coarse Sand And Stone Ballast Upto 40Mm . First Class Brick Work In 1:4 Cement And Coarse Sand In Foundation & Super Structure. 40Mm Thick Dpc In 1:1.5:3. 15Mm Thick Plaster In 1:4 Upto 30Cm Below From Finished Ground Level. Ms Angle Iron Door Frame Shall Be 50X50x6mm. The Size Of The Door Will Remain 1.20Mx2.10M And 1.00 X 2.10M. Ms Z-Section Window Of Required Size As Per Relevant Is Code With Grill Of 100Mm Spacing With 10Mm Square Bars. The Shutters Of Doors & Windows Shall Be Made With 3Mm Thick Ms Sheet. All Rcc Works Shall Be Provided With Minimum M-20 Grade Using Minimum Content Of Cement 360Kg/ Cum.The Thickness Of Sunshade Shall Remain 75-100Mm Thick. The Size Of Coloumns And Plinth Beam Shall Be Minimum 230Mmx230mm. Ismb Of 200X200x9mm And 3.4M Long Shall Be Fixed 1.0M Above Of The Roof Top On The Brick Pillar Of 350Mm Size . 600X600mm Opening In Roof Slab Of Pump House Including 100Mm Thick Rcc Cover. Byepass Chamber Of 1.0X1.0X1.0M Internal Size Including 4Mm Thick Ms V-Notchand 150Mm X 150Mm Rcc Drain Shall Be Provided For Disposal Of Water From Byepass Chamber Upto Disposal Point. Roof Top Of Pump House Shall Be Finished With Brick Koba After Preparation Of Sub Surface Using With Fosroc/Sica Water Proofing Chemicals. Ci Drain Pipe Shall Be Provided. 60Cm Wide Apron Of Pump House Shall Be Constructed After Construction Of 230Mm Brick Protection Wall From 50Cm Below From The Pcc Of Apron. 30Cm Sand Filling Shall Be Done. It Also Includes 75Mm Pcc Of 1:3:6 And 100Mm Thick Cc In 1:1.5:3. And Nominal Reinforcement Will Also Be Provided. Flooring Of Pump House Shall Be Done With Rcc 1:1.5:3 And Finishing With 40Mm Thick Kota Stone Above 100Mm Thick Pcc Over 30 Cm Sand Filling After Proper Compaction Of The Earth Filled In The Foundation. For Exterior Suface Ofpump House , Apax Paint And Interior Surface Shall Be Finished With Tractor Emulsion Of Ivory Colour. , Supply Of All Material T&P Etc. Required For Construction Of 1 Set Of 2 Staff Quarter (Rcc Framed Structure),As Per Typical Drawing Of Departmenthaving Plinth Area 57.706 Sqm Each For Pump Operators & Other Staff Includingproviding Structural Design And Drawing, Required For Proper Completion Of The Work As Per The Directions Of Engineer-In- Charge. , Development Work :- , Construction Of Boundary Wall, Gate With Piller Supply Of All Material T&P Etc. Required For Construction Ofboundry Wall As Per Typical Drawing Of Department. The Spacing Of Between Columns Will Be 3.00M C/C. Apex Paint Will Be Done On Boundry Wall . Other Details Will Remains Acording To Drawings Enclosedwith Bid Document Up To The Satisfaction Of The Engineer In Charge. , Supply And Fixing Of M.S. Gate As Per Departmental Design & Drawing With Ncessary Hold Fast, Bush And Ball Bearing, Sliding Bolt And Locking Arrangement Etc. Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. (3.60 M Wide Main Gate With 1.20 M Wide Wicket Gate) , Filling Of Earth In Water Works Campus Including Supply Of Carted Earth Including Loading, Unloding, Levelling, Dressing And Ramming Of The Earth Tc Complete In All Respect.Earth Filling In The Campus Shall Be Done Contour Survey Of Campusand Prior Written Permission Of E/I. , Supply & Laying Of 80 Mm Thick Cement Concrete Paver Block Of M-30 Grade With Approved Colour, Design & Pattern Inter Locking Tiles Over 30 Mm Thick Fine Sand Bed Over 100Mm Thick 1:1.5:3 Cc And Also Including Earth Wotk In Excavation In Proper Slope & Camber, Brick Work For Side Alignment Including All Materials, Labour, T&P Required For Proper Completion Of Work. , Construction Of 300 Mm Wide And 300 Mm Deep Brick Drain Inside The Water Works Campus Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of The Work , Supply Of All Material T&P Etc. Required For Construction Of Brick Work In 1:4Cement Mortar For Misc. Works , Supply Of All Material T&P Etc. Required For Construction Of Cc Workin1:1.5:3 Cement Coarse Sand And 20Mm Coarse Aggregate For Misc. Works , Supply Of All Material T&P Etc. Required For Construction Of 12Mm Thick Plasterin 1:4 Cement Coarse Sand For Misc. Works , Supply And Fixing Of Ms Angle Iron Work In All Completion Of Works As Per Direction Of Engineer Incharge , Construction Of Meter Room - 06 Nos. (Size - 3.00 X 4.50 M) Supply Of All Material T&P Etc. Required For Construction Of Meter Room (Framed Structure In M-25)As Per Typical Drawing Of Department. The Structural Design Of Meter Roomshall Be Submitted By The Contractor On The Basis Of Safe Bearing Capacity Of Soil. The Plinth Level Of Meter Roomshall Be 60Cm Above From Finished Gl Of The Campus. The Plintharea Of The Meter Room17.17 Sqm (3.46 X 4.96 M ), Height Of Meter Room-5.0M,Antitermite Treatment, 40 Mm Thickkota Stone Flooring Over 100Mm Thick1:1.5:3Cc; Under Ground Electric Fittings, Cable Trenches As Per Requirement Of Uppcl And 100Mm Thick1:1.5:3Ccapron With Nominal Reinforcement Provinding 230Mm Brick Protection Wall Of 60Cm Depth With 30Cm Sand Filling Shall Be Taken In Consideration For Structural Design Of Meter Room. , Construction Of Substationroom - 06 Nos. (Size - 6.00 X 4.00 M) Supply Of All Material T&P Etc. Required For Construction Of Sub Station Room (Framed Structure In M-25)As Per Typical Drawing Of Department. The Structural Design Of Sub Station Roomshall Be Submitted By The Contractor On The Basis Of Safe Bearing Capacity Of Soil. The Plinth Level Of Sub Station Roomshall Be 60Cm Above From Finished Gl Of The Campus. The Plintharea Of The Meter Room28.81 Sqm (6.46 X 4.96 M ), Height Of Sub Station Room 5.0M,Antitermite Treatment, 40 Mm Thickkota Stone Flooring Over 100Mm Thick1:1.5:3Cc; Under Ground Electric Fittings, Cable Trenches As Per Requirement Of Uppcl And 100Mm Thick1:1.5:3Ccapron With Nominal Reinforcement Provinding 230Mm Brick Protection Wall Of 60Cm Depth With 30Cm Sand Filling Shall Be Taken In Consideration For Structural Design Of Sub Station Room. , Construction Of Recharge Pit For Rain Water Harvesting With Piezometer Including All Materials, Labour Etc Complete In All Respect As Per Direction Of Engineer In Charge , Providing And Fixing Of Lighting Arrangement In Campus Complete In All Respect. , Supply And Fixing Of Cement Concrete Bench At Water Works Campus , Horticulture And Plantation At Water Works Compound , Devolepment Strategic Dma Network Models Using Compartible Software (Ep Anet,Water Cad, Watergens.Etc.)In Accordance With The Specification And Design Etc. Design Criteria For Design Of Distribution System Shall Be Taken Consideration As Follows: Survey: Survey Shall Be Conducted By Total Station Od Dgps Or Any Other Method Having High Accuracy Including Collection Of Following Information;- Width & Types Of Road, Marking Of Utility, Drain I.C. Electric Poles, Transformers, Bulk Consumers I.C. Hospitals,Schools,Hotels Other Commercial Building, Industries And High Rise Buildings With Deatail Of Flates. List Of House Holds Between Nodes With Required Details & Mobile No Of Each Consumers. Rate Of Water Supply- 150Lpcd+15%Ufw Terminal Pressure-21M Peak Factor-3M Value Of C-145 For Hdpe & 140 For Di, Design Of Network - Dma Based Single Or Multiple Outlet May Be Considered Single Or Multiple Main Feeder Line Shall Be Design For Each Dma To Provide A Source At Highest Elevated Point And It Shall Be Keep In Consideration That This Dma Wise Network May Be Converted In 24 X7 Water Supply System With Minimum Modifications In Guture Because We Are Providing Scada System In This Project. All Other Parameter Shall Be According To Cpheeo Water Supply Manual And Amrut 2.0 Guidlines. Design & Drawing Of Distribution And Rising Mainshall Be Submitted In 5 Sets Including Detail Measurement Of Quantity Of Pipe And Specials Also Be Provided. All Designand Drawings Shall Be Submitted In The Office After Vetted From Any Iit Of India. , Supply Of All Material T&P Required For Construction Of Godowns To Provide Safe And Secure Storage Campusto Store Pipe Material & Specials/ Fittings And Electrical/ Machanical Equipments. Hdpe Pipe Shall Be Storage Under Shade Of Gi Sheets. The Minimum Area Of Shade Shall Be Not Less Than 1800 Sqm . Electrical/Mechanical Machinery, Motor, Panel, Starter And Other Equipments Will Be Stored In Seprate Storage Room Of Minimum Size 20M X 10M. Ms Steel Bar Should Not Be In Contact Of Earth. Rcc Sleepers Of Size 0.20M X 0.20 X 2.0M Shall Be Placed Below Ms Steels Bars. A Seprate Godowns Of Cement Will Be Constructed With Gi Sheet Providing Wooden Planks Flows To Protect Moisture Including All Other Provisions Required As Per Relevent Is Code. The 3 Nos Ofsecurity Guards In Three Shifts Shall Be Deployed For 24X7 Security Of The Campus. A Finished Laboratory For Testing Of Materials Including Required Equipments Will Also Be Constructed At Any One Campus Of Store/Godowns. The Temporary Electric Connection Will Be Provided From Uppcl By Contractor At His Own Cost And Uses Charges Shall Be Borne By The Contractor Upto Completion Of The Work. In Case Of No Electric Supply, Minimum 2 No. Of 5 Kva Generators Will Also Be Provided With Oils And Consumeable. 4 Toilets, 2 For Department And Another 2 For Staff Of The Contractor Shall Be Constructed. A Temporary Site Office With 2 Compartment Having Air Conditioners, Will Also Be Arranged In This Campus Which Shall Be Other Than The Provision Made In The Contract Agreement Regarding Contracts Services. Regular Water Sprikling Will Be Maintain To Control Air Pollution Due To Movement Of Heavy Vehicles. Note: Above Provisions Shall Be Made At Each Godown Excluding Only Laboratory. Payment Regarding Providing Godowns Shall Be Done After Verification Of Concerning Assistant Engineer. All Materials Used For Creation Of Godown Will Be Handed Over To The Jal Nigam (Urban) After Completion Of Project In All Respect And Handing Over To Jalkal Vibhag, Lucknow, It May Be Serviceable Or Unserviceable Including Dismantling Of It. The Land Required For Godown Shall Be Arranged By The Contractor. Deptt. Will Not Be Liable For Any Expenditure Regarding Cost / Rent Of Land And Shall Be Borne By The Contractor. , E&M Works :- Construction Of 29 Nos. Tubewell , Transportation Of Rig M/C And Its T&P Including Erection And Dismantling Of Rig M/C. , Logging Of Bore Hole By Departmental/Approved Electric Logger. , Drilling Of 600/500 Mm Dia Bore Hole By Dc Rig M/C Complete With All Required Material, Labour & T&P Etc. Complete. , 600 Mm Dia Drilling From 0 To 70 M Bgl , 500 Mm Dia Drilling From 71 To 100 M Bgl , 500 Mm Dia Drilling From 101 To 200 M Bgl , 500 Mm Dia Drilling From 201 To 300 M Bgl , Tubewell Assembly M.S. Tubewell Assembly With All Required Parts Like Plain Pipe, Slotted Pipe (As Required Upto 50% Of Plain Pipes), Rings, Well Cap, Bail Plug, Clamp, Reducer, Central Guide, Support Structure Etc. As Required & As Per Typed Design Complete In All Respect. (Note-Axial Length Ofreducer Without Ring Shall Be Measured With Casing Pipe.) , 300 Mm Dia Plain Pipe With All Accessories , 200 Mm Dia Plain Pipewith All Accessories , 200 Mm Dia Slotted Pipewith All Accessories , Lowering Of Assembly Lowering Of Tube Well Assembly Duly Welded Including Welding Electrode And Shrouding Of Pea Gravel Complete In All Respect. (Note-Axial Length Ofreducer Without Ring Shall Be Measured With Casing Pipe.) , 300 Mm Dia Size Assembly From 0 To 60 M Bgl , 200 Mm Dia Size Assembly From 61 To 100 M Bgl , 200 Mm Dia Size Assembly From 101 To 200 M Bgl , 200 Mm Dia Size Assembly From 201 To 270 M Bgl , Pea-Gravel Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed,Screened And Properly Stacked At Site. , Development Of Tubewell , By Air Compressor Transportation, Erection & Dismantling Of 600 Psi Air Compressor. , Development Of T.W. By 600 Psi Air Compressor With All Required Material, Labour, T&P Etc. , By O.P. Unit Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. , Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. , Yield Test Of Tubewell Along With Chemical And Bacteriologicalanalysis Of Tubewells Water From Nabl Accredited Lab , Unit Estimate For Submersible Pumping Plant Including, Electromechanical Chlorinator , Supply, Installation, Testing & Commissioing Of 1000 Lpm Discharge, 60 M Head (Both Tentative) Submersible Pumping Plant Which Can Be Operated At 415+10% Volts, 50 Hz Ac Supply Including Starter, Panel, Cable Etc. Of Suitable Capacity Complete In All Respect. , Sitc Of Main Piping & Valves With 24 Mtr. Column Pipe, Electronic Type Chlorinating Plant Power Wiring, Earthing, Painting , Tools Sets, Wiring Of Pump House (Internal & External) Chain Pulley Block And Gauges Complete In All Respect With Allrequired Material, T&P Labour. , 3M Long Heavy Duty Column Pipe Same As Above (Extra/Spare) , Servo Voltage Stabilizer Suitable Size (110-300V)/(240-500V). , Misc Item Such As Protection Ring, Mccb, Transformer Oil, Electric Resistance, Rubber Sheet, 25 Sqmm Ormad Cable. , Trial & Testing , Chlorination :- Consumption Of Sodium Hypo Chloride For 3 Months , Scadaautomation Items , Ce & Ul Certified Plc/Rtu In Ip 54 Enclosure Suitable To Communicate With Gsm Based Modemunit With Cpu & Power Supply With Analog & Digital Parameter & Fetures As Specified For Each Tubewell/Oht & Stand Alone Oht To Store And Transmit Data On Gsm Backbone, Rtu/Plc Designed With Logic To Transfer Data At Multiple Stations As Specified In Tender Technical Specification. , G.S.M/G.P.R.S Based Wireless Communication 4G Modem For Rtu/Plc Capable To Transfer & Gather Data From Remote Sites To Control Stations All Accessories Included With Signal Enhancer Antenna Made For Pumping Plant Internet Charges As Specified In Tender Technical Specification. , Ce/Ul Certified Intelligent Smart Energy Meter , Motor Operated Actuator For With Sluice Valve Of Suitable Size , Ce/Ul Certified Electromagnetic Flowmeter Of Suitable Size , Soft Stater With Rs485port- 400 V Class, , Auto Phase Reversal Unit With Inbuilt Time Delay & Enclosure (Confirm To Iec: 60947-1 & Iec:60947-B-1 , Ce/Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell , Ce/Ul Certified Pressure Transmiter . , Ce/Ul Certified Surge Protector For Control Panel , Ce/Ul Certified 7 Hmi Touch Screen Suitable To Communicate With Plc/Rtu For Local Display & Control Of Process Parameters. , Complete Cabling For Tubewell Including All Power & Control Cables Of The Equipment At Pumphouse And Oht , Control Panel With Ip 54 Protection, Industrial Grade For All Equipment (Separate For Control (24V) And Power Equipment). , Installation, Commissioing & Testing For One Tubewell , Trial Run For 3 Month Period For One Tubewell , Scadaautomation For Oht , Ce/Ul Certified Radar Type Level Transmitter For Oht , Motor Operated Actuator With Inlet Sluice Valve For Ohtsuitable Size , Motor Operated Actuator With Outlet Sluice Valve For Oht Of Suitablesize , Zonal Pumping Station At Sarojininagar -I, Zone-I (G2/1), Sarojininagar -Ii, Zone-I (G1/1), & Sarojininagar -Ii, Zone-Ii (G1/2) , Supply Of L.T. Panel With One No. Incoming & 3 Nos. Outgoing Switchgear Panel Along With All Accessories As Per Technical Documents , Pump :- 3200 Lpm 40 M Head (Both Tentative) Vertical Turbine, Water Lubricated, Clear Water Pumps Complete With 6M Suitable Column Assembly Etc. Complete. , Motor :- For Above Pump, Vertical, Hallow Shaft Squirrel Cage Induction Motor To Be Operated At 415 V, 3 Phase, 50 C/S + 6% Ac Supply With Non-Reversible Rachit. , Starter :- Fully Automatic Soft Starter Forabove Motors To Be Operated At 415 V, 3 Phase, 50 C/S Ac Supply. , Capacitor :- Shunt Capacitor Of Suitable Capacity For Above Motors To Improve P.F. Upto 0.95 , Power Wiring & Earthing :- Power Wiring Of Switch Gear Panel, Starters, Motors, Capcitor, Etc. Complete Including Supply & Laying Of 120 Sqmm Or Suitable Size, 100 M Cable And Connection Of Cables Etc. & Double Earthing. , Main Piping & Valves :- Reflex Valve Of Suitablesize , Pipes & Specials :- Main Piping & Specials, Common Header Of Suitable Sizewith Tee, Band, Pipes To Conect The Pump Deliveries And Making Out Common Delivery. , Gauges :- Pressure Gauged, Depth Gauge, Air Line & Connected Accesosires. , Installation :- Installation Of Pumps, Motors, Panel, Starters, Capacitors, Main Piping And Valves Etc. Complete , Painting Of All Above Equipments In 2 Coats. , Testing, Commissioning & Trial & Run Of Pumping Plant With All Labour, T&P And Other Expenses Complete. , External & Internal Electification Of Booster Pumping Station Alongwith All Fittings Tube Lights, Street Light Including Labour Charges. , 3 Tonnes Gantry Crane With Chain Pulley Block With Suitable Arrangements For Movements. , Miscellaneous :- Electric Resistance Rubber Sheets, Necessary Tools & Unforeseen Items. , Supply And Installation Of Electro Mechanical Type Chlorinating Plant For 6300 Lpm With 27 Lph Or Suitable Size Capacity Pump Set On Working Pressure 10 Kg/Cm2 Tofeed Sodium Hypo Chloride Solution Complete Set. , Substation , 160 Kva Or Suitable Size - 3 Phase 11/0.433 Transformer (1W+1S) (As Per Latest Amendment Of Is 1180, Level Ii Efficiency) , Earthing Plate Size 600Mm X 600Mm X 5Mm , Supply Of 11 Kv, H.T Vcb Switch Gear (1 No. Incoming & 2 No. Outgoing) , 11 Kv Xlpe H.T. Cable 3X50 Sqmm , Metering Cum Panel Room , 3½ Core X 185 Sqmm Lt Cable , Indoor Type H.T. Cable Box , Transformer Foundation , Earthing Strip , Angle Ironed Wire Fencing , Floor Making With All Required Materials , Erection Testing Commissioning , Scada For Zps , Redundant Rtu Intelligent Gsm Base Remote Terminal Unit With Redundant Cpu And Power Supply With Analog And Digital Parameters And Features As Specified One Each For Each Zps To Store And Transmit Data On Gsm Backbone. Rtu Designed With Logic To Transfer Data At Multiple Stations And Also Compatible To Satellite Comunication. , Gsm/Gprs Based Wireless Communication Hardware For Rtus Capable To Transfer And Gather Data From Remote Sites To Control Stations. All Accessories Included With Signal Enhancer, Antenna Specs Already & Isolation Transformer , Intelligent Energy Meters , Motor Operated Actuator With Sluice Valve Suitable Size , Flow Transmiter / Electromagnetic Flowmeter Of Suitable Size , Auto Phase Reversel Unit. , Rader Type Level Transmitter. , Pressure Transmitter , 7 Hmi Touch Screen Suitable To Communicate With Plc/Rtu, For Local Display & Control Of Process Parameters , Control Panel With Ip 54 Protection, Industrial Grade For All Equipment. (Separate Fo Control (24V) And Power Equipment) , Complete Cabling , Security Survelliance Ip Camera , Installation, Commissioing & Testing For One Zps , Trial Run For 3 Month Period For One Zps , Local Control Station , Ce/Ul & Bis Certied Industrial Grade Led Monitor With Latest Configuration As Per Specification. , Desktop/Pc With I5/I7 Processor For As Per Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied 3 Kva Ups With Batteries As Per Spec Mentioned In Technical Bid Doucments. , Full Development Version Of Required Tags Scada Software With Coustomization Of Software For Mcs As Per Requirement As Per Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied Local Control Room Plc With Redundant Cpu & Power Supply At Mcs In Ip54 Inclouser As Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied Field Gateway Agent For Transfering Data From Mcs To Central Control Room. , Gsm Based Wireless/Broadband/Equipment Communication System Forplc Capable To Transfer & Received Data And Gather Data From Remote Sites To Control Stations. All Accessories Included Signal Enhancer Antenna Along With Running Expences Till Dlp , Ce/Ul Ceritified Firewall For Network Protection , Surge Protector For Ethernet Communication Protection , Ce/Ul Ceritified Industrial Grade Ethernet Switch. , Canon/H.P. Or Equivalent Laser Printer 1018 Or Equivalent. , Security Survelliance Ip Camera For Mcs , Installation, Commissioning & Testing , Test And Trial Run For 3 Months Period , Trial And Run Of Zps , Provision For Trial & Run Of Pumping Plant For 3 Months Per Zps. , Supply For Chlorination For 3 Months Trial Run Period , Zps For Ibrahimpur Ward-1 , Switch Gear A. L.T. Panel Supply One No. Incoming & 3 Nos. Outgoing Switchgear Panel Along With Following Accessories. (A) S/F Of Mcb Of 250 Amp Or Suitable Size To Be Operated At 415 V, 3 Phase, 50 C/S Ac Supply Including Protective Devices Of Over Loading & Short Circuiting Etc.-1No. (B) Voltmeter 0-600 V Alongwith Selector Switch.1No. (C) Ampere Meter Of Suitable Range Alongwith C.T. Of Suitable Ratio And Selector Switch.1No (D) Kilowatt Hour Meter.1No (E) Power Factor Meter.1No (F) Single Phasing Preventor.1No (G) Hour Count Meter.1No (H) Phase Indicating Lamp, Instruments Fuses & To Gel Switches.3Nos (I) Over Current Relay & Earth Fault Relay.1Set (J) Bus Bar Of Suitable Size.1Set B. 3 Nos. Outgoing Switch Gear Panel Having Following Accessoris To Be Operated At 3 Phase, 50 C/S A.C. Supply (A) 150 Amp Or Suitable Size M.C.C.B. 1Set (B) Ampere Meter With Suitable Size C.T. & Seletor Switch.1Set (C) Phase Indicating Lamp With Fuse Unit.1Set (D) Incoming & Outgoing Cable Entry Box (Suitable Size).1Set C. 150 Amp Or Suitable Size Mccb Along With Above Accessories.1Set D.Outgoing 63 Amps Or Suitable Size Switch Fuse Unit For Light & Fan. , Pump :- 2600 Lpm 40 M Head (Both Tentative) Vertical Turbine, Water Lubricated, Clear Water Pumps Complete With 6M Suitable Column Assembly Etc. Complete. , Motor :- For Above Pump, 40 Hp Or Suitable Size Vertical, Hallow Shaft Squirrel Cage Induction Motor To Be Operated At 415 V, 3 Phase, 50 C/S + 6% Ac Supply With Non-Reversible Rachit.(As Per Budgetary Offer 2022) , Starter :- Fully Automatic Soft Starter For40 Hp Or Suitable Size Motors To Be Operated At 415 V, 3 Phase, 50 C/S Ac Supply. , Capacitor :- Shunt Capacitor Of Suitable Capacity For Above Motors To Improve P.F. Upto 0.95 , Power Wiring & Earthing :- Power Wiring Of Switch Gear Panel, Starters, Motors, Capcitor, Etc. Complete Including Supply & Laying Of 120 Sqmm Size Or Suitable Size, 100 M Cable And Connection Of Cables Etc. & Double Earthing. , Main Piping & Valves :- Reflex Valve Of 200 Mm Size Or Suitable Size , Pipes & Specials :- Main Piping & Specials, Common Header (250 Mm Size Or Suitable Size) With Tee, Band, Pipes To Conect The Pump Deliveries And Making Out Common Delivery. , Gauges :- Pressure Gauged, Depth Gauge, Air Line & Connected Accesosires. , Installation :- Installation Of Pumps, Motors, Panel, Starters, Capacitors, Main Piping And Valves Etc. Complete , Painting Of All Above Equipments In 2 Coats. , Testing, Commissioning & Trial & Run Of Pumping Plant With All Labour, T&P And Other Expenses Complete. , External & Internal Electification Of Booster Pumping Station Alongwith All Fittings Tube Lights, Street Light Including Labour Charges. , 3 Tonnes Gantry Crane With Chain Pulley Block With Suitable Arrangements For Movements. , Miscellaneous :- Electric Resistance Rubber Sheets, Necessary Tools & Unforeseen Items. , Supply And Installation Of Electro Mechanical Type Chlorinating Plant For 6300 Lpm With 27 Lph Or Suitable Size Capacity Pump Set On Working Pressure 10 Kg/Cm2 Tofeed Sodium Hypo Chloride Solution Complete Set. , Substation , 100 Kva - 3 Phase 11/0.433 Transformer (1Working +1 Spare) , Earthing Plate Size 600Mm X 600Mm X 5Mm , Supply Of 11 Kv, H.T Vcb Switch Gear (1 No. Incoming & 2 No. Outgoing) , 11 Kv Xlpe H.T. Cable 3X50 Sqmm , Metering Cum Panel Room , 3½ Core X 185 Sqmm Lt Cable , Indoor Type H.T. Cable Box , Transformer Foundation , Earthing Strip , Angle Ironed Wire Fencing , Floor Making With All Required Materials , Erection Testing Commissioning , Scada Zonal Pumping Station , Redundant Rtu Intelligent Gsm Base Remote Terminal Unit With Redundant Cpu And Power Supply With Analog And Digital Parameters And Features As Specified One Each For Each Zps To Store And Transmit Data On Gsm Backbone. Rtu Designed With Logic To Transfer Data At Multiple Stations And Also Compatible To Satellite Comunication. , Gsm/Gprs Based Wireless Communication Hardware For Rtus Capable To Transfer And Gather Data From Remote Sites To Control Stations. All Accessories Included With Signal Enhancer, Antenna Specs Already & Isolation Transformer , Intelligent Energy Meters , Motor Operated Actuator With Sluice Valve Size 200 Mm Or Suitable Size , Flow Transmiter / Electromagnetic Flowmeter Of Size 250 Mm Or Suitable Size , Auto Phase Reversel Unit. , Rader Type Level Transmitter. , Pressure Transmitter , 7 Hmi Touch Screen Suitable To Communicate With Plc/Rtu, For Local Display & Control Of Process Parameters , Control Panel With Ip 54 Protection, Industrial Grade For All Equipment. (Separate Fo Control (24V) And Power Equipment) , Complete Cabling , Security Survelliance Ip Camera , Installation, Commissioing & Testing For One Zps , Trial Run For 3 Month Period For One Zps , Local Control Station (Lcs) , Ce/Ul & Bis Certied Industrial Grade Led Monitor With Latest Configuration As Per Specification. , Desktop/Pc With I5/I7 Processor For As Per Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied 3 Kva Ups With Batteries As Per Spec Mentioned In Technical Bid Doucments. , Full Development Version Of Required Tags Scada Software With Coustomization Of Software For Mcs As Per Requirement As Per Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied Local Control Room Plc With Redundant Cpu & Power Supply At Mcs In Ip54 Inclouser As Spec Mentioned In Technical Bid Doucments. , Ce/Ul Certied Field Gateway Agent For Transfering Data From Mcs To Central Control Room. , Gsm Based Wireless/Broadband/Equipment Communication System Forplc Capable To Transfer & Received Data And Gather Data From Remote Sites To Control Stations. All Accessories Included Signal Enhancer Antenna Along With Running Expences Till Dlp , Ce/Ul Ceritified Firewall For Network Protection , Surge Protector For Ethernet Communication Protection , Ce/Ul Ceritified Industrial Grade Ethernet Switch. , Canon/H.P. Or Equivalent Laser Printer 1018 Or Equivalent. , Security Survelliance Ip Camera For Mcs , Installation, Commissioning & Testing , Test And Trial Run For 3 Months Period , Provision For Trial & Run Of Pumping Plant For 3 Months Per Zps. , Supply For Chlorination For 3 Months Trial Run Period , Mcs For All Wards , Ce/Ul & Bis Certified Industrial Grade Led Monitor With Latest Configuration As Per Technical Specification Of Size- 65 , Video Wall Media Player Of Same Oem , Desktop/Pc With I5/I7 Configuration As Per Technical Specification , Ce/Ul Certified 5 Kva Ups With Battery As Per Tech Specification , Full Development Version/Run Time Version Of Requiared Tags Scada Softaware With Custamization Of Software For Mcs As Per Specfication Given , Ce/Ul Certfied Master Control Room Plcwith Redundant Cpu & Power Supply At Mcs In Lp54 Enclouser As Per Spec Mentioned In Bidding Documents , Ce/Ul Certified Field Gateway Agent For Transferring Data From Mcs To Control Room , Gsm Based Wireless/Broadband/ Equivalent Communication System For Plc Capable To Transfer/Received Data & Gather Data From Remote Site To Mcs, All Accessories Included Signal Enhancer With Antenna And All Running Expenses Till Dlp , Ce/Ul Certified Firewall For Network Protection , Surge Protector For Ethernet Communication Protection , Ce/Ul Certified Industrail Grade Ethernet Switch , Mobile App Facility System Architecture (Industrial Internet Based & Viewed Through Mobile Apps For Increased Local & Remote Visibility) , Canon/Hp/Equivalent Laser Printer 1018 Or Equivalent , Complete Cabling Of Tubewell Including All Power & Control Cable For T/W , Security Survelliance Ip Camera With Recorder (Optional) , Installation,Testing And Commissioning With Required Furniture And A/C Etc. , Trial Run For 3 Months

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	19-Jan-2023	121/M-13/07, dated 19-01-2023	Other	30-01-2023
2	25-Jan-2023	169/M-13/09, dated 25-01-2023	Other	30-01-2023
3	27-Jan-2023	172/M-13/10, dated 27-01-2023	Date	06-02-2023
4	04-Feb-2023	259/M-13/14, dt 04-02-2023	Date	09-02-2023
5	05-Feb-2023	169/M-13/09, dt 25-01-23	Fee	09-02-2023
6	07-Feb-2023	271/M-13/15, dated 07-02-2023	Other	13-02-2023
7	07-Feb-2023	271/M-13/15, dated 07-02-23	Fee	13-02-2023
8	07-Feb-2023	271/M-13/15, dt 07-02-23	Date	13-02-2023

INR 23600 /-

INR 19070000.0 /-

Refer document

Name of Work: Design, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, CWR, Pump house Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of Tube Wells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the completeworks to Lucknow District-D, Sarojni Nagar-I, Sarojni Nagar-II and Ibrahimpur wardwater supply scheme with its appurtenant works on turn-key basis in Jalkal Vibhag, Nagar Nigam, Lucknow.

Sl. No.	Item Description
1	A- Civil Works :- Over Head Tank Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - Ventilator and Water level indicator, Lightening conductor, C.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Valve Chamber, Bye-pass arrangement of OHT, Flooring, Apran & Drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), FloorTwo coat apex painting over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pin holes, unevenness., Railings- G.I. Pipe railing around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome, Stair case (Seperate two column basedRCC staircase and 1 m wide balcony with arrangement of M.S Gate and Jali), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under: For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm. Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 30 cm above than near of road surface to be finalized by the engineer in charge. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.
2	Over Head Tank - 2500 KL / 22 M Staging at Sarojni Nagar - I, Zone 1
3	Over Head Tank - 1500 KL / 22 M Staging at Sarojni Nagar - I, Zone 2
4	Over Head Tank - 1400 KL / 22 M Staging at Sarojni Nagar - I, Zone 3
5	Over Head Tank - 2500 KL / 22 M Staging at Sarojni Nagar - II, Zone 1
6	Over Head Tank - 2500 KL / 22 M Staging at Sarojni Nagar - II, Zone 2
7	Over Head Tank - 2000 KL / 22 M Staging at Ibrahimpur, Zone 1
8	Clear Water Reservoir Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing shall be submitted by any Indian Institute of Technology of India. The design will be based on all relevant technical specification asgiven herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping. Provision for fixing ofinlet pipe equivalent to no of TWs to be connected to CWRand over flow pipe of required dia with all necessary fittings such as sluice valve, NRVand their chamber as per design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 40mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etcmay be accommodated in the pump house. Architectural view of pump house shall be approved by department before execution of work.The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door. 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, stainless steel railing over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under: Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, layout as ground level of over head tank consider from 30 cm above than near of road surface to be finalized by the engineer in charge.
9	CWR - 600 KL at Sarojni Nagar - I, Zone 1
10	CWR - 1100 KL at Sarojni Nagar - II, Zone 1
11	CWR - 1300 KL at Sarojni Nagar - II, Zone 2
12	CWR - 400 KL at Ibrahimpur, Zone 1
13	Distribution System and Risingmain Supply of High Density Polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains, etc. complete as directed by Engineer –in-charge.
14	110 mm dia
15	140 mm dia
16	160 mm dia
17	200 mm dia
18	Supply of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-7/K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge.
19	Class K-7 250 mm dia
20	Class K-7 300 mm dia
21	Class K-7 350 mm dia
22	Class K-7 400 mm dia
23	Class K-7 450 mm dia
24	Class K-7 500 mm dia
25	Class K-7 600 mm dia
26	DI K-9 pipe 200 mm dia
27	DI K-9 pipe 350 mm dia
28	DI K-9 pipe 400 mm dia
29	Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km radial distance
30	In ordinary soil
31	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 15 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments. 2. Contractor will provide 10 No. set of hydro testing machine of 20 kg/cm² capacity including 1 No. tractor with water tanker will also be part of this set. 3. Contractor will provide minimum 1 0 tractor trolley for disposal of surplus earth. 4. Contractor will provide 10 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area.
32	110 mm dia
33	140 mm dia
34	160 mm dia
35	200 mm dia
36	Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820.
37	D.I. K-7 250 mm dia
38	D.I. K-7 300 mm dia
39	D.I. K-7 350 mm dia
40	D.I. K-7 400 mm dia
41	D.I. K-7 450 mm dia
42	D.I. K-7 500 mm dia
43	D.I. K-7 600 mm dia
44	DI K-9 pipe 200 mm dia
45	DI K-9 pipe 350 mm dia
46	DI K-9 pipe 400 mm dia
47	Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete.
48	100 mm dia
49	150 mm dia
50	200 mm dia
51	250 mm dia
52	300 mm dia
53	350 mm dia
54	400 mm dia
55	450 mm dia
56	500 mm dia
57	600 mm dia
58	Scoure valve 100 mm dia
59	Supply of following size screwed down type D.I. kinetic-mechanicalair valves at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete.
60	50 mm
61	Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints.
62	Carting ofsluice valve/score valve from store to site and fixing it in the pipe line including all other necessary fitting and specials as per direction of E/I.
63	100 mm dia
64	150 mm dia
65	200 mm dia
66	250 mm dia
67	300 mm dia
68	350 mm dia
69	400 mm dia
70	450 mm dia
71	500 mm dia
72	600 mm dia
73	Scoure valve
74	100 mm dia
75	Supply of following size screwed down type D.I. kinetic mechanical air valves at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete.
76	50 mm
77	Supply of all materials, labour, T&P etc. required for80 mm dia size flanged type fire hydrant taping point as per guidelines of UP fire service department including all fittings and specials.
78	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
79	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
80	Masonry type with RCC cover (more than 150 mm dia valve)
81	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design with RCC cover-specific thickness
82	Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design with RCC cover
83	Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work
84	Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level.
85	Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete.
86	More than 1.0 M
87	Less than 1.0 M
88	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement of road by old materials. (Detail attached)
89	Bituminous Road
90	B.O.E. Road
91	C.C. Road
92	Interlocking Tiles
93	Earthen road
94	Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge.
95	Construction of bitumen road as per MORTH/PWDspecification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material from NABL laboratory with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. All works shall be done as per following thickness:- GSB G-1 (One coat) (90-40 mm)= 12.5 cm G -2 (one coat) (45-63 mm)= 7.5 cm G - 3 (one coat) (22.5 - 53 mm) = 7.5 cm BM (One coat) = 10 cm SDBC (One coat) = 3 cm Tack coat with bituminous emulsion (MS)= 0.25 kg/sqm Prime coat with bituminous emulsion (slow setting) = 0.75 kg/sqm
96	Brick on edge with bricks (40 % New & 60% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work.
97	Providing and laying Cement Concretein roads, using coarse sand and graded stone aggregate of 20 mm nominal sizelaying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture, including steel form work with sturdy M.S. channel sectionsm, curing, making provision for contraction / expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer - in - charge PCC = 100 mm,1:1.5:3(cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:1:2 (cement, coarse sand & stone ballast of 16-20 mm)
98	C.C. Interlocking Tiles Road - Type A (with using 100% New tiles) Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm) Sand= 50 mm thick local sand lair for preparation of surface Tiles = 100% new Note : 80 mm thick M-30 grade rubber moulded interlocking tile shall be used for construction of interlocking tile road.1:1.5:3CC edging shall be done in required thickness to protect the edge of tiles road and drain. To achive the required quality of work, sample collection of material and interlocking tilesshall be done asrequired by engineer incharge for succesfully testing of material from NABL laboratory with relevent IS code.
99	C.C. Interlocking Tiles Road - Type B (with using 100% Old Tiles) Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm) Sand= 50 mm thick local sand lair for preparation of surface Tiles = 100% old
100	Local sand filling over pipe including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work.
101	Segregation of sub zones at aproprate places at new line and as well as existing line as required for proper functioning the water supply scheme including cutting of pipe jointing supply and fixing of sluice valves, construction of chamber etc complete in all respect as per direction of Engineer in charge.
102	Construction of Drikinking water House connection with distribution mains including dismantling of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with permanent reinstatement of road all labour, T&P etc. required for proper completion of the work.
103	In C.C. road 110 mm dia pipe
104	140 - 160 mm dia pipe
105	200 - 250 mm dia pipe
106	300 mm dia pipe
107	300-600 mm dia pipe
108	In Bituminious road 110 mm dia pipe
109	140 - 160 mm dia pipe
110	200 - 250 mm dia pipe
111	300 mm dia pipe
112	300-600 mm dia pipe
113	In B.O.E. Road 110 mm dia pipe
114	140 - 160 mm dia pipe
115	200 - 250 mm dia pipe
116	300 mm dia pipe
117	300-600 mm dia pipe
118	In interlocking tile Road 110 mm dia pipe
119	140 - 160 mm dia pipe
120	200 - 250 mm dia pipe
121	300 mm dia pipe
122	300-600 mm dia pipe
123	In Earthen Road 110 mm dia pipe
124	140 - 160 mm dia pipe
125	200 - 250 mm dia pipe
126	300 mm dia pipe
127	300-600 mm dia pipe
128	Supply of all material T&P etc. required for construction of Pump House 29 Nos.as per typical drawing of department. The structural design of Pump House shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House. PCC - 100mm thick in 1:3:6withcement, coarse sand and stone ballast upto 40mm . First class brick work in 1:4 cement and coarse sand in foundation & super structure. 40mm thick DPC in 1:1.5:3. 15mm thick Plaster in 1:4 upto 30cm below from finished ground level. MS angle iron door frame shall be 50x50x6mm. The size of the door will remain 1.20mx2.10m and 1.00 x 2.10m. MS Z-section window of required size as per relevant IS code with grill of 100mm spacing with 10mm square bars. The shutters of doors & windows shall be made with 3mm thick MS sheet. All RCC works shall be provided with minimum M-20 grade using minimum content of cement 360kg/ Cum.The thickness of sunshade shall remain 75-100mm thick. The size of coloumns and plinth beam shall be minimum 230mmx230mm. ISMB of 200x200x9mm and 3.4m long shall be fixed 1.0m above of the roof top on the brick pillar of 350mm size . 600x600mm opening in roof slab of pump house including 100mm thick RCC cover. Byepass chamber of 1.0x1.0x1.0m internal size including 4mm thick MS V-Notchand 150mm x 150mm RCC drain shall be provided for disposal of water from byepass chamber upto disposal point. Roof top of pump house shall be finished with brick koba after preparation of sub surface using with fosroc/sica water proofing chemicals. CI drain pipe shall be provided. 60cm wide Apron of pump house shall be constructed after construction of 230mm brick protection wall from 50cm below from the PCC of apron. 30cm sand filling shall be done. It also includes 75mm PCC of 1:3:6 and 100mm thick CC in 1:1.5:3. and nominal reinforcement will also be provided. Flooring of pump house shall be done with RCC 1:1.5:3 and finishing with 40mm thick Kota stone above 100mm thick PCC over 30 cm sand filling after proper compaction of the earth filled in the foundation. For exterior suface ofpump house , Apax paint and interior surface shall be finished with Tractor emulsion of ivory colour.
129	Supply of all material T&P etc. required for construction of 1 set of 2 Staff Quarter (RCC framed structure),as per typical drawing of departmenthaving plinth area 57.706 sqm each for pump operators & other staff includingproviding structural design and drawing, required for proper completion of the work as per the directions of Engineer-in- charge.
130	Development work :-
131	CONSTRUCTION OF BOUNDARY WALL, GATE WITH PILLER Supply of all material T&P etc. required for construction ofboundry wall as per typical drawing of department. The spacing of between columns will be 3.00m c/c. Apex paint will be done on boundry wall . other details will remains acording to drawings enclosedwith bid document up to the satisfaction of the engineer in charge.
132	Supply and fixing of M.S. gate as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement etc. including supply of all material, labour, T&P etc. required for proper completion of the work. (3.60 M wide main gate with 1.20 M wide wicket gate)
133	Filling of earth in water works campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campusand prior written permission of E/I.
134	Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 100mm thick 1:1.5:3 CC and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work.
135	Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work
136	Supply of all material T&P etc. required for construction of brick work in 1:4cement mortar for misc. works
137	Supply of all material T&P etc. required for construction of CC workin1:1.5:3 cement coarse sand and 20mm coarse aggregate for misc. works
138	Supply of all material T&P etc. required for construction of 12mm thick plasterin 1:4 cement coarse sand for misc. works
139	Supply and fixing of MS angle iron work in all completion of works as per direction of engineer incharge
140	CONSTRUCTION OF METER ROOM - 06 Nos. (SIZE - 3.00 X 4.50 M) Supply of all material T&P etc. required for construction of Meter Room (framed structure in M-25)as per typical drawing of department. The structural design of Meter Roomshall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Meter Roomshall be 60cm above from finished GL of the campus. The plintharea of the meter room17.17 Sqm (3.46 x 4.96 m ), Height of meter Room-5.0m,antitermite treatment, 40 mm thickkota stone flooring over 100mm thick1:1.5:3CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick1:1.5:3CCapron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Meter Room.
141	CONSTRUCTION OF SUBSTATIONROOM - 06 Nos. (SIZE - 6.00 X 4.00 M) Supply of all material T&P etc. required for construction of Sub Station Room (framed structure in M-25)as per typical drawing of department. The structural design of Sub Station Roomshall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Sub Station Roomshall be 60cm above from finished GL of the campus. The plintharea of the meter room28.81 Sqm (6.46 x 4.96 m ), Height of Sub Station Room 5.0m,antitermite treatment, 40 mm thickkota stone flooring over 100mm thick1:1.5:3CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick1:1.5:3CCapron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Sub Station Room.
142	Construction of recharge pit for rain water harvesting with piezometer including all materials, labour etc complete in all respect as per direction of Engineer in charge
143	Providing and fixing of lighting arrangement in campus complete in all respect.
144	Supply and fixing of cement concrete bench at water works campus
145	horticulture and plantation at water works compound
146	Devolepment strategic DMA network models using compartible software (EP Anet,Water CAD, watergens.etc.)in accordance with the specification and design etc. Design Criteria for design of distribution system shall be taken consideration as follows: Survey: Survey shall be conducted by total station od DGPS or any other method having high accuracy including collection of following information;- Width & types of road, marking of utility, drain i.c. electric poles, transformers, bulk consumers i.c. Hospitals,Schools,Hotels other Commercial building, industries and high rise buildings with deatail of flates. List of House Holds between nodes with required details & mobile no of each consumers. Rate of Water supply- 150lpcd+15%UFW Terminal Pressure-21m Peak Factor-3m Value of C-145 for HDPE & 140 for DI, Design of Network - DMA based Single or Multiple outlet may be considered Single or Multiple main feeder line shall be design for each DMA to provide a source at highest elevated point and it shall be keep in consideration that this DMA wise network may be converted in 24 x7 water supply system with minimum modifications in guture because we are providing SCADA system in this project. All other parameter shall be according to CPHEEO water supply manual and AMRUT 2.0 guidlines. Design & drawing of distribution and Rising Mainshall be submitted in 5 sets including detail measurement of quantity of pipe and specials also be provided. All designand drawings shall be submitted in the office after vetted from any IIT of India.
147	supply of all material T&P required for construction of godowns to provide safe and secure storage campusto store pipe material & specials/ fittings and electrical/ machanical equipments. HDPE pipe shall be storage under shade of GI sheets. The minimum area of shade shall be not less than 1800 sqm . Electrical/Mechanical machinery, motor, panel, starter and other equipments will be stored in seprate storage room of minimum size 20m x 10m. MS steel bar should not be in contact of earth. RCC sleepers of size 0.20m x 0.20 x 2.0m shall be placed below MS steels bars. A seprate godowns of cement will be constructed with GI sheet providing wooden planks flows to protect moisture including all other provisions required as per relevent IS code. The 3 Nos ofsecurity guards in three shifts shall be deployed for 24x7 security of the campus. A finished laboratory for testing of materials including required equipments will also be constructed at any one campus of store/godowns. The temporary electric connection will be provided from UPPCL by contractor at his own cost and uses charges shall be borne by the contractor upto completion of the work. In case of no electric supply, minimum 2 No. of 5 KVA generators will also be provided with oils and consumeable. 4 toilets, 2 for department and another 2 for staff of the contractor shall be constructed. A temporary site office with 2 compartment having air conditioners, will also be arranged in this campus which shall be other than the provision made in the contract agreement regarding contracts services. Regular water sprikling will be maintain to control air pollution due to movement of heavy vehicles. Note: Above provisions shall be made at each godown excluding only laboratory. Payment regarding providing godowns shall be done after verification of concerning Assistant Engineer. All materials used for creation of godown will be handed over to the Jal Nigam (Urban) after completion of project in all respect and handing over to Jalkal Vibhag, Lucknow, it may be serviceable or unserviceable including dismantling of it. The land required for godown shall be arranged by the contractor. Deptt. will not be liable for any expenditure regarding cost / rent of land and shall be borne by the contractor.
148	E&M works :- CONSTRUCTION OF 29 Nos. TUBEWELL
149	Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.
150	Logging of bore hole by departmental/approved electric logger.
151	Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.
152	600 mm dia Drilling from 0 to 70 M BGL
153	500 mm dia Drilling from 71 to 100 M BGL
154	500 mm dia Drilling from 101 to 200 M BGL
155	500 mm dia Drilling from 201 to 300 M BGL
156	TUBEWELL ASSEMBLY M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes), rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect. (Note-Axial Length ofReducer without Ring shall be measured with Casing Pipe.)
157	300 mm dia plain pipe with all accessories
158	200 mm dia plain pipewith all accessories
159	200 mm dia slotted pipewith all accessories
160	LOWERING OF ASSEMBLY Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. (Note-Axial Length ofReducer without Ring shall be measured with Casing Pipe.)
161	300 mm dia size Assembly from 0 to 60 M BGL
162	200 mm dia size Assembly from 61 to 100 M BGL
163	200 mm dia size Assembly from 101 to 200 M BGL
164	200 mm dia size Assembly from 201 to 270 M BGL
165	PEA-GRAVEL Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed,Screened and properly Stacked at Site.
166	DEVELOPMENT OF TUBEWELL
167	By Air Compressor Transportation, Erection & Dismantling of 600 PSI Air Compressor.
168	Development of T.W. by 600 PSI Air Compressor with all required material, labour, T&P etc.
169	By O.P. Unit Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.
170	Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.
171	Yield test of tubewell along with chemical and bacteriologicalanalysis of tubewell"s water from NABL Accredited Lab
172	Unit Estimate for Submersible Pumping Plant including, Electromechanical Chlorinator
173	Supply, Installation, Testing & Commissioing of 1000 LPM discharge, 60 M head (Both tentative) Submersible Pumping Plant which can be operated at 415+10% Volts, 50 Hz AC Supply including Starter, Panel, Cable etc. of suitable capacity complete in all respect.
174	SITC of Main piping & Valves with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, Painting , Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with allrequired material, T&P labour.
175	3M long heavy duty column pipe same as above (Extra/Spare)
176	Servo Voltage stabilizer suitable size (110-300V)/(240-500V).
177	Misc item such as protection ring, MCCB, Transformer oil, electric resistance, rubber sheet, 25 sqmm ormad cable.
178	Trial & Testing
179	CHLORINATION :- Consumption of Sodium Hypo Chloride for 3 months
180	SCADAAUTOMATION ITEMS
181	CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modemunit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification.
182	G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.
183	CE/UL Certified Intelligent Smart Energy Meter
184	Motor operated Actuator for with Sluice Valve of suitable size
185	CE/UL Certified Electromagnetic Flowmeter of suitable size
186	Soft Stater with RS485Port- 400 V Class,
187	Auto Phase reversal unit with inbuilt time delay & enclosure (confirm to IEC: 60947-1 & IEC:60947-b-1
188	CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
189	CE/UL Certified Pressure Transmiter .
190	CE/UL Certified Surge protector for control panel
191	CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
192	Complete Cabling for Tubewell including all power & control cables of the equipment at pumphouse and OHT
193	Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
194	Installation, commissioing & testing for one tubewell
195	Trial Run for 3 month period for one tubewell
196	SCADAAUTOMATION FOR OHT
197	CE/UL Certified Radar type level Transmitter for OHT
198	Motor operated Actuator with inlet Sluice Valve for OHTsuitable size
199	Motor operated Actuator with outlet Sluice Valve for OHT of suitablesize
200	Zonal Pumping Station at Sarojininagar -I, Zone-I (G2/1), Sarojininagar -II, Zone-I (G1/1), & Sarojininagar -II, Zone-II (G1/2)
201	Supply of L.T. Panel with one no. incoming & 3 nos. outgoing switchgear panel along with all accessories as per technical documents
202	Pump :- 3200 LPM 40 M head (both tentative) vertical turbine, water lubricated, clear water pumps complete with 6M suitable column assembly etc. complete.
203	Motor :- For above pump, vertical, hallow shaft squirrel cage induction motor to be operated at 415 V, 3 Phase, 50 C/s + 6% AC supply with non-reversible rachit.
204	Starter :- Fully automatic soft starter forabove motors to be operated at 415 V, 3 Phase, 50 C/s AC supply.
205	Capacitor :- Shunt capacitor of suitable capacity for above motors to improve P.F. upto 0.95
206	Power Wiring & Earthing :- Power wiring of switch gear panel, starters, motors, capcitor, etc. complete including supply & laying of 120 sqmm or suitable size, 100 M cable and connection of cables etc. & double earthing.
207	Main Piping & Valves :- Reflex Valve of suitablesize
208	Pipes & Specials :- Main piping & specials, Common header of suitable sizewith Tee, Band, pipes to conect the pump deliveries and making out common delivery.
209	Gauges :- Pressure gauged, depth gauge, air line & connected accesosires.
210	Installation :- Installation of pumps, motors, panel, starters, capacitors, main piping and valves etc. complete
211	Painting of all above equipments in 2 coats.
212	Testing, commissioning & trial & run of pumping plant with all labour, T&P and other expenses complete.
213	External & Internal electification of booster pumping station alongwith all fittings tube lights, street light including labour charges.
214	3 Tonnes gantry crane with chain pulley block with suitable arrangements for movements.
215	Miscellaneous :- Electric resistance rubber sheets, necessary tools & unforeseen items.
216	Supply and installation of Electro mechanical type chlorinating plant for 6300 LPM with 27 LPH or suitable size capacity pump set on working pressure 10 kg/cm2 tofeed sodium hypo chloride solution complete set.
217	SUBSTATION
218	160 KVA or suitable size - 3 Phase 11/0.433 Transformer (1W+1S) (As per latest amendment of IS 1180, level II efficiency)
219	Earthing Plate size 600mm x 600mm x 5mm
220	Supply of 11 KV, H.T VCB Switch Gear (1 No. incoming & 2 No. outgoing)
221	11 KV XLPE H.T. Cable 3x50 sqmm
222	Metering cum panel room
223	3½ Core x 185 sqmm LT cable
224	Indoor type H.T. cable box
225	Transformer Foundation
226	Earthing Strip
227	Angle ironed wire fencing
228	Floor making with all required materials
229	Erection testing commissioning
230	SCADA FOR ZPS
231	Redundant RTU intelligent GSM base remote terminal unit with redundant CPU and power supply with analog and digital parameters and features as specified One each for each ZPS to store and transmit data on GSM backbone. RTU designed with logic to transfer data at multiple stations and also compatible to satellite comunication.
232	GSM/GPRS based wireless communication hardware for RTUs capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antenna specs already & isolation transformer
233	Intelligent energy meters
234	Motor Operated Actuator with sluice Valve Suitable Size
235	Flow Transmiter / Electromagnetic Flowmeter of Suitable Size
236	Auto phase reversel unit.
237	Rader Type Level Transmitter.
238	Pressure transmitter
239	7" HMI touch screen suitable to communicate with PLC/RTU, for local display & control of process parameters
240	Control panel with IP 54 protection, industrial grade for all equipment. (separate fo control (24V) and power equipment)
241	Complete Cabling
242	Security Survelliance IP Camera
243	Installation, commissioing & testing for one ZPS
244	Trial run for 3 month period for one ZPS
245	Local Control Station
246	CE/UL & BIS Certied industrial grade LED MONITOR with latest configuration as per specification.
247	Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments.
248	CE/UL Certied 3 KVA UPS with batteries as per spec mentioned in technical bid doucments.
249	Full development version of required TAGS SCADA Software with coustomization of Software for MCS as per requirement as per spec mentioned in technical bid doucments.
250	CE/UL Certied local control room PLC with redundant CPU & power supply at MCS in IP54 inclouser as spec mentioned in technical bid doucments.
251	CE/UL Certied Field gateway agent for transfering data from MCS to central control room.
252	GSM based wireless/Broadband/Equipment communication system forPLC capable to transfer & received data and gather data from remote sites to control stations. All accessories included signal enhancer antenna along with running expences till DLP
253	CE/UL Ceritified Firewall for network protection
254	SURGE PROTECTOR FOR ETHERNET Communication Protection
255	CE/UL Ceritified Industrial grade Ethernet switch.
256	CANON/H.P. or equivalent Laser Printer 1018 or equivalent.
257	Security Survelliance IP Camera for MCS
258	Installation, commissioning & testing
259	Test and Trial run for 3 Months period
260	Trial and RUN of ZPS
261	Provision for Trial & Run of Pumping Plant for 3 Months per ZPS.
262	Supply for chlorination for 3 Months Trial run period
263	ZPS FOR Ibrahimpur Ward-1
264	Switch Gear A. L.T. Panel Supply one no. incoming & 3 nos. outgoing switchgear panel along with following accessories. (a) S/F of MCB of 250 Amp or suitable size to be operated at 415 V, 3 phase, 50 C/S AC supply including protective devices of over loading & short circuiting etc.-1No. (b) Voltmeter 0-600 V alongwith selector switch.1No. (c) Ampere Meter of suitable range alongwith C.T. of suitable ratio and selector switch.1No (d) Kilowatt hour meter.1No (e) Power Factor Meter.1No (f) Single Phasing Preventor.1No (g) Hour Count Meter.1No (h) Phase indicating lamp, instruments fuses & to gel switches.3Nos (i) Over current relay & earth fault relay.1Set (j) Bus bar of suitable size.1Set B. 3 Nos. outgoing switch gear panel having following accessoris to be operated at 3 Phase, 50 C/s A.C. supply (a) 150 Amp or suitable size M.C.C.B. 1Set (b) Ampere Meter with suitable size C.T. & seletor switch.1Set (c) Phase indicating lamp with fuse unit.1Set (d) Incoming & outgoing cable entry box (suitable size).1Set C. 150 Amp or suitable size MCCB along with above accessories.1Set D.Outgoing 63 Amps or suitable size switch fuse unit for light & fan.
265	Pump :- 2600 LPM 40 M head (Both tentative) vertical turbine, water lubricated, clear water pumps complete with 6M suitable column assembly etc. complete.
266	Motor :- For above pump, 40 HP or suitable size vertical, hallow shaft squirrel cage induction motor to be operated at 415 V, 3 Phase, 50 C/s + 6% AC supply with non-reversible rachit.(As per budgetary Offer 2022)
267	Starter :- Fully automatic soft starter for40 HP or suitable size motors to be operated at 415 V, 3 Phase, 50 C/s AC supply.
268	Capacitor :- Shunt capacitor of suitable capacity for above motors to improve P.F. upto 0.95
269	Power Wiring & Earthing :- Power wiring of switch gear panel, starters, motors, capcitor, etc. complete including supply & laying of 120 sqmm size or suitable size, 100 M cable and connection of cables etc. & double earthing.
270	Main Piping & Valves :- Reflex Valve of 200 mm size or suitable size
271	Pipes & Specials :- Main piping & specials, Common header (250 mm size or suitable size) with Tee, Band, pipes to conect the pump deliveries and making out common delivery.
272	Gauges :- Pressure gauged, depth gauge, air line & connected accesosires.
273	Installation :- Installation of pumps, motors, panel, starters, capacitors, main piping and valves etc. complete
274	Painting of all above equipments in 2 coats.
275	Testing, commissioning & trial & run of pumping plant with all labour, T&P and other expenses complete.
276	External & Internal electification of booster pumping station alongwith all fittings tube lights, street light including labour charges.
277	3 Tonnes gantry crane with chain pulley block with suitable arrangements for movements.
278	Miscellaneous :- Electric resistance rubber sheets, necessary tools & unforeseen items.
279	Supply and installation of Electro mechanical type chlorinating plant for 6300 LPM with 27 LPH or suitable size capacity pump set on working pressure 10 kg/cm2 tofeed sodium hypo chloride solution complete set.
280	SUBSTATION
281	100 KVA - 3 Phase 11/0.433 Transformer (1Working +1 Spare)
282	Earthing Plate size 600mm x 600mm x 5mm
283	Supply of 11 KV, H.T VCB Switch Gear (1 No. incoming & 2 No. outgoing)
284	11 KV XLPE H.T. Cable 3x50 sqmm
285	Metering cum panel room
286	3½ Core x 185 sqmm LT cable
287	Indoor type H.T. cable box
288	Transformer Foundation
289	Earthing Strip
290	Angle ironed wire fencing
291	Floor making with all required materials
292	Erection testing commissioning
293	SCADA ZONAL PUMPING STATION
294	Redundant RTU intelligent GSM base remote terminal unit with redundant CPU and power supply with analog and digital parameters and features as specified One each for each ZPS to store and transmit data on GSM backbone. RTU designed with logic to transfer data at multiple stations and also compatible to satellite comunication.
295	GSM/GPRS based wireless communication hardware for RTUs capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antenna specs already & isolation transformer
296	Intelligent energy meters
297	Motor Operated Actuator with sluice Valve Size 200 mm or suitable size
298	Flow Transmiter / Electromagnetic Flowmeter of Size 250 mm or suitable size
299	Auto phase reversel unit.
300	Rader Type Level Transmitter.
301	Pressure transmitter
302	7" HMI touch screen suitable to communicate with PLC/RTU, for local display & control of process parameters
303	Control panel with IP 54 protection, industrial grade for all equipment. (separate fo control (24V) and power equipment)
304	Complete Cabling
305	Security Survelliance IP Camera
306	Installation, commissioing & testing for one ZPS
307	Trial run for 3 month period for one ZPS
308	Local Control Station (LCS)
309	CE/UL & BIS Certied industrial grade LED MONITOR with latest configuration as per specification.
310	Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid doucments.
311	CE/UL Certied 3 KVA UPS with batteries as per spec mentioned in technical bid doucments.
312	Full development version of required TAGS SCADA Software with coustomization of Software for MCS as per requirement as per spec mentioned in technical bid doucments.
313	CE/UL Certied local control room PLC with redundant CPU & power supply at MCS in IP54 inclouser as spec mentioned in technical bid doucments.
314	CE/UL Certied Field gateway agent for transfering data from MCS to central control room.
315	GSM based wireless/Broadband/Equipment communication system forPLC capable to transfer & received data and gather data from remote sites to control stations. All accessories included signal enhancer antenna along with running expences till DLP
316	CE/UL Ceritified Firewall for network protection
317	SURGE PROTECTOR FOR ETHERNET Communication Protection
318	CE/UL Ceritified Industrial grade Ethernet switch.
319	CANON/H.P. or equivalent Laser Printer 1018 or equivalent.
320	Security Survelliance IP Camera for MCS
321	Installation, commissioning & testing
322	Test and Trial run for 3 Months period
323	Provision for Trial & Run of Pumping Plant for 3 Months per ZPS.
324	Supply for chlorination for 3 Months Trial run period
325	MCS FOR ALL WARDS
326	CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65"
327	Video wall media player of same OEM
328	Desktop/PC with i5/i7 configuration as per technical specification
329	CE/UL Certified 5 KVA UPS With battery as per tech specification
330	Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given
331	CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents
332	CE/UL certified field gateway agent for transferring data from MCS to control room
333	GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP
334	CE/UL certified Firewall for network protection
335	Surge protector for ethernet communication protection
336	CE/UL Certified industrail grade ethernet switch
337	Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility)
338	CANON/HP/Equivalent LASER printer 1018 or equivalent
339	Complete cabling of tubewell including all power & control cable for T/W
340	Security Survelliance IP Camera with recorder (OPTIONAL)
341	Installation,Testing and commissioning with required furniture and A/C etc.
342	Trial run for 3 months