Tender For Dostpur Nagar Panchayat Water Supply Re-Organisation Scheme, Distt-Sultanpur; 1 Repair Of Existing Pump House ( 2 Nos. ) 2 Concretewith40mmgaugefirstclassbrickballast, Coarse Sandandcementinproportionof1:6:12Infoundationand Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 3 Firstclassbrickworkin1:4Cementandcoarsesandmortar Infoundationandplinth And Super Structureincludingsupplyofallmaterials, Labour T&P Etc Required For Proper Completion Of Work. 4 Supply And Fixing Ofm.S.Angle Ironchaukhatsof40mm X40mmx5mm With M.S. Sheet Door Shutter Including Simplemouldingstraightgworkasin Chaukhats And Also Supply Of All Materiai, Iabour T & P Etc. Required For Proper Completion Of Work. 5 Mild Steel Inreinforced Concrete Or Reinforcedbrick Workwroughtto Requiredshape As Necessaryincludingweldingforpropercompletionofwork Andincludingsupplyofsteelitswastagebendhooks And Over Lapping. 6 25Mmthick ( 1:2:4 ) Plain Cement Concrete Floorwith Cement, Coarsesandand20mmgaugeapprovedstonegrit, Laidin Panels, Finishedwith3mmfloatingcoatofneatcementor Cementandmarbledustinratioof1:5Asspecifiedoverand Including75mmthickbaseconcreteconsistingofcement, Coarsesandand40mmgaugefirstclassbrickballastinthe Proportionof1:4:8Andremovinganyoverlappingofmortar Atthejointsofpanelsifanyandgiventhemuniformfinish Includingsupplyofallmaterials, Labourt&Petcrequired For Proper Completion Of Work. 7 Same As Item No 6 Above But 40 Mm Thick Over Base Concreteconsistingofcement, Coarsesandand40mmgauge First Class Brick Ballast In The Proportion Of 1:4:8. For Construction Of Apron 0.6 M Wide. 8 R.C.C. Work With Cement, Coarse Sandand 20Mmgaugeapprovedstone Ballastinproportionof1:1.5:3In Sun Shed Andlintelondoorsandwindowsexcluding Supply Of Reinforcementand Its Bendingbut Including Itsfixing Andbinding The Same With 0.50 Mm Thick Binding Wire And The Cost Of Binding Wire And Including Necessary Centeringand Shutteringsupplyof All Materiai, Iabour T & P Etc. Required For Proper Completion Of Work. 9 Supplyandfixingof1mmthicksheetironpanelled Door / Windowshuttersincludingsupplyandfixingand Adjustmentofcleats, Stops, Hinges, Locks, Bolts, Handlers, Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 10 Supplyofoxidizedironfittingsofapprovedmakefordoors And Window. 11 12Mmthickplasterwithcementandcoarsesandmortarin Proportionof1:4Overbrickwork, Minimumthicknessnotbe Lessthan10mmincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 12 Paintingorvarnishingnewironworkornew Woodworkwithoneprimingcoatandtwocoatsofapproved Paintsorvarnishincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 13 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfaceto Prepare Thesurface Even And Smooth Complete. 14 Finishing Walls With Oil Based Distemper Paint Of Approved Make And Quality Over One Priming On New Work With Two Coats To Given An Even Shade Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 15 Cost Of Civil Work In Rebore Tubewell Piller 16 Repair Work Of Staff Quarter- 2 Nos. 17 Firstclassbrickworkin1:6Cementandcoarsesandmortar Infoundation, Super Structure Andplinthincludingsupplyofallmaterials, Labour T&P Etc Required For Proper Completion Of Work. 18 12Mmthickplasterwithcementandcoarsesandmortarin Proportionof1:4Overbrickwork, Minimumthicknessnotbe Lessthan10mmincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 19 R.C.C.Workwithcement, Coarsesandand20mm Gauge Approved Stone Ballast In The Proportion 1:1.5:3 In Lintelsofdoors, Windows&Sunshadeexcluding Reinforcementanditsbendingbutincludingitsfixingand Bindingthesame24bwgwireinpositionwithsupplyall Materialslabourt&Petcrequiredforpropercompletionof Work. 20 Supply And Fixing Of M.S. Angle Iron Chaukhats And Grill M.S. Sheet Door Shutter Including Simple Moulding Straightg Work As In Chaukhats And Also Supply Of All Materiai, Iabour T & P Etc. Required For Proper Completion Of Work. 21 Mild Steel Inreinforced Concrete Or Reinforcedbrick Workwroughtto Requiredshape As Necessaryincludingweldingforpropercompletionofwork Andincludingsupplyofsteelitswastagebendhooks And Over Lapping. 22 25Mmthick ( 1:2:4 ) Plain Cement Concrete Floorwith Cement, Coarsesandand20mmgaugeapprovedstonegrit, Laidin Panels, Finishedwith3mmfloatingcoatofneatcementor Cementandmarbledustinratioof1:5Asspecifiedoverand Including75mmthickbaseconcreteconsistingofcement, Coarsesandand40mmgaugefirstclassbrickballastinthe Proportionof1:4:8Andremovinganyoverlappingofmortar Atthejointsofpanelsifanyandgiventhemuniformfinish Includingsupplyofallmaterials, Labourt&Petcrequired For Proper Completion Of Work. 23 Supply Of 40 Mm Thick Sheesham Wood / Plywood Door / Window Shutters And Fixing Cleats, Stops, Hinges, Locks, Bolts, Handlers , Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 24 Paintingorvarnishingnewironworkornew Woodworkwithoneprimingcoatandtwocoatsofapproved Paintsorvarnishincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 25 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfaceto Prepare Thesurface Even And Smooth Complete. 26 Finishing Walls With Oil Based Distemper Paint Of Approved Make And Quality Over One Priming On New Work With Two Coats To Given An Even Shade Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 27 Supplying, Carting, Laying, Jointing, Fixing And Testing Of ( 1 / 2 -1 Inch ) Cpvc Screwed Pipe With Specials And Fittings Inclduing Cutting Holes In Masonry And Making Good The Walls, Fixing Clamps Wherever Necessary Etc. Complete Including Cost Of White Lead, Hemps, Oil, Etc. 28 Supply Of All Material , Labour, T&P Etc Fixing Of Water Tap Required For Proper Completion Of The Work. 29 Supply Of All Material , Labour, T&P Etc Fixing Of Float Valve Required For Proper Completion Of The Work. 30 Provision For Internal Electrification Including Supply Of All Materials, Labour, T&P Etc. Complete. 31 Supply And Fix 110Mm Dia Ac Down Pipe With Rose Heads , Bends, Gratings With Necessary Ms Clamps 25Mmx 3Mm Fixed With Walls Including Supply Of 150Mm Long , 6Mm Dia Nails Including Supply Of All Materials , Labour Etc For Proper Completion Of Work. 32 Supply And Fix Of Position 500 Litre Capacity Pvc ( Sintex Or Other Approved Make ) Storage Tank. 33 Repairing Of Boundary Wall For Zone 1 34 First Class Brick Work In 1:6 Cement And Coarse Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labourt&Petcrequiredforpropercompletion Of Work. 35 Istclassbrickworkin1:4Cementandcoarsesandmortar Insuperstructureincludingsupplyofallmaterial, Labour, T&P Etc Required For Proper Completion Of The Work. ( Thickness Of Wall To One Brick Thick ) . 36 Provision Of Barbed Iron Wire Fencing To Posts In Four Rows. 37 12Mmthickplasterwithcementandcoarsesandmortarin Proportionof1:4Overbrickwork, Minimumthicknessnotbe Lessthan10mmincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 38 Supplyandfixingof Angle Iron 50X50x6mm Post As Per Drawingincludingtwo Coatof Painting. ( 1.20M Length @ 4.5Kg / M ) 39 Cementconcretewith20 Mmgaugestoneballast, Coarsesand And Cement In Proportion Of 4:2:1 Includingsupplyofallmateriai, Iabour T&Petc. Required For Proper Completion Of Work. 40 Finishing Walls With Oil Based Distemper Paint Of Approved Make And Quality Over One Priming On New Work With Two Coats To Given An Even Shade Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 41 Construction Of Ground Water Recharge System As Per Direction Of Engineer-In-Charge. 42 Construction Of Pump House Size ( 3.60 X 3.00 X 3.00 M ) Cum Chloronating Room ( 2.80 X 1.50 X 3.00 M ) - 4Nos. 43 Excavation Ofearth Infoundationinordinary Soil ( Loan, Clay Orsand ) Includingliftupto1.50Mandleapupto50.00M Refilling Of Excavated Earth In Tospace Betweenbuilding And Sidesoffoundationtrench, Watering, Ramminganddisposal Of Surplus Earth Up To 50 M From The Center Of The Trench. 44 Concretewith40mmgaugefirstclassbrickballast, Coarse Sandandcementinproportionof1:6:12Infoundationand Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 45 Firstclassbrickworkin1:6Cementandcoarsesandmortar Infoundationandplinthincludingsupplyofallmaterials, Labour T&P Etc Required For Proper Completion Of Work. 46 25 Mm Thick Damp Proof Coarse With Cement , Stone Grit 12Mmandcoarsesandin The Proportion Of 1:1.5:3Including Approvedwater-Proofing Materials Including Supplyofall Materials, Labourt&Pandtoolsandplantsetcrequiredfor Propercompletionofthework. 47 Firstclassbrickworkin1:4Cementandcoarsesandmortar Insuperstructureincludingsupplyofallmaterialslabour T&P Etc Required For Proper Completion Of Work. 48 Supply And Fixing Of M.S. Angle Iron Chaukhats Of 40 Mm X40 Mmx5 Mm With M.S. Sheet Door Shutter Including Simple Moulding Straightg Work As In Chaukhats And Also Supply Of All Materiai, Iabour T & P Etc. Required For Proper Completion Of Work. 49 Fixing Of Hold Fast Of Doors And Windows Chaukhats Already Moulded On Chaukhats In P.C.C. 1:2:4 Etc.Required In All Respect To Complete The Work. 50 R.C.C.Workwithcement, Coarsesandand20mm Gauge Approved Stone Ballast In The Proportion 1:1.5:3 In Lintelsofdoors, Windows&Sunshadeexcluding Reinforcementanditsbendingbutincludingitsfixingand Bindingthesame24bwgwireinpositionwithsupplyall Materialslabourt&Petcrequiredforpropercompletionof Work. 51 As In Item No. 23 Above But For Slab 52 Mild Steel Inreinforced Concrete Or Reinforcedbrick Workwroughtto Requiredshape As Necessaryincludingweldingforpropercompletionofwork Andincludingsupplyofsteelitswastagebendhooks And Over Lapping. 53 12Mmthickplasterwithcementandcoarsesandmortarin Proportionof1:4Overbrickwork, Minimumthicknessnotbe Lessthan10mmincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 54 Same As Above But For Rough Face. 55 Supply And Fixing Of 22Mm Wide And 3Mm Thick Glass Strips In Pannels Including Supply Of All Material, Labour T&P Etc. Requried For Proper Complition Of Work. 56 25Mmthick ( 1:2:4 ) Plain Cement Concrete Floorwith Cement, Coarsesandand20mmgaugeapprovedstonegrit, Laidin Panels, Finishedwith3mmfloatingcoatofneatcementor Cementandmarbledustinratioof1:5Asspecifiedoverand Including75mmthickbaseconcreteconsistingofcement, Coarsesandand40mmgaugefirstclassbrickballastinthe Proportionof1:4:8Andremovinganyoverlappingofmortar Atthejointsofpanelsifanyandgiventhemuniformfinish Includingsupplyofallmaterials, Labourt&Petcrequired For Proper Completion Of Work. 57 Paintingorvarnishingnewironworkornew Woodworkwithoneprimingcoatandtwocoatsofapproved Paintsorvarnishincludingsupplyofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 58 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfaceto Prepare Thesurface Even And Smooth Complete. 59 Finishing Walls With Oil Based Distemper Paint Of Approved Make And Quality Over One Priming On New Work With Two Coats To Given An Even Shade Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 60 Supply And Fixing Of Girder Of 250 Mmx125mm Size Over The Pump House Including Its Painting With Approved Quality Paint And Also One Priming Coat. 61 Sand Filling In Plinth In Pump House And Chloronating Room Including Supply Of All Materiai, Iabour T&P Etc. Required For Proper Completion Of Work. 62 Supply Of 40 Mm Thick Sheesham Wood / Plywood Door / Window Shutters And Fixing Cleats, Stops, Hinges, Locks, Bolts, Handlers , Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 63 Suppiy & Fix 100 Mm Dia P.V.C. Down Pipes Complete With Rose & Bend And Gratings With M.S. Clamps 25 X 3 Mm Fixed On Walls & Supply Of 150 Mm Long, 6 Mm Dia Nails Complete. 64 Supplyandfixingofr.C.C.Coverofsize0.80X0.80Meter Overpumphouse Slab Opening Including Supply Of All Material Labour T&P Etc Complete. 65 Provideandfixingofr.C.C.Precastventilatorsjaliover Openingincludingsupplyofallmaterialslabour, T&Petc Complete. 66 Earth Filling In Plinth Including Cartage Up To Siteetc Complete. 67 Construction Of By Pass Chamber 1.0M X 1.0M X 1.0M Size With V Notch. 68 Rising Main And Bye Pass Arrangement For Zone-1-2-3 69 Supply Of The Following Pipes Including Railway Freight, Insurance Charges F.O.R. D.I. Specials Etc. Complete. From Tube Wells To Oht Including Bye Pass 70 Di Pipe K-9 71 150 Mm Dia Di K9 72 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labour And T&P, Testing Etc. Complete. From Tube Wells To Oht Including Bye Pass 73 150 Mm Dia Di K9 74 Earth Work In Ordinary Soil With Lift Upto 1.50 M And Lead Upto 50 M, Filling, Watering And Ramming Of Excavated Earth Into The Trenches And Disposal Of Surplus Earth Upto 50 M. 75 Supply Of Following Sizes Of C.I. D / F Sluice Valves As Per I.S. 780-1960 Tested To 10 Kg / Sqm Fixing In Pipe Line Trenches, Jointing And Testing Complete. 150 Mm Dia 76 Carting Of D / F Sluice Valves Of Following Sizes To The Site Of Workslowering Them Into Already Prepared Trenches And Fixing Them In Position Including Supply Of Jointing Materials Such As Bolt Nut, Rubber Insertion White Lead Complete With Excluding Values And Specials Required But Including The Testing Etc. Complete Excluding Values And Specials Required But Including The Testing Etc. Complete 150 Mm Dia 77 Supply Of All Materials, Labour, T&P And Construction Of Following Chambers As Per Type Design Including Supply And Materials, Labour And T&P, Testing Etc. Complete.Masonry Type 78 Constrution Of Thrust Block As Per Design. 79 Provision Of Road Crossing 80 Laying Of Distribution Systemits Appurtenant Works In Zone 1-2-3 81 Excavation For Pipe Line Trenches In Ordinary Soil, ( Lime, Clay Or Sand Including Lift Up To 1.5M And Lead Up To 50M And Refilling, Watering, Ramming Of Excavated Earth In To Trenches And Disposal Of Surplus Earth Up To 50 M From The Center Of The Foundation Trenches. 82 Supply Of The Following Sizes Of Pipes Confirming To I.S. 4984:1995, I.S.-8329 / 2000 Latest Relevant Of I.S.S. With Couplers Etc Complete In All Respect F.O.R. Destination Including All Specials, Taxes And Insurance. 83 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 84 90 Mm Dia 85 110 Mm Dia 86 140 Mm Dia 87 160 Mm Dia 88 Di Pipe K-7 89 200 Mm Dia 90 250 Mm Dia 91 300 Mm Dia 92 350 Mm Dia 93 400 Mm Dia 94 Carting From The Store ( Up To 8 Km. ) The Following Sizes Of Pipe And Specials To The Site Of Work Lowering Them In To Trenches And Laying True To Alignment And Gradient Including Jointing, Testing Of Pipeline And Including Supply Of Jointing Material Such As Nut & Bolts, Rubber Insertion, White Lead Etc. Complate But Excluding Cost Of Trenching And Cutting Of Pipes Etc. For Making Of Lengths But Including Making Joints. 95 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 96 90 Mm Dia 97 110 Mm Dia 98 140 Mm Dia 99 160 Mm Dia 100 Di Pipe K-7 101 200 Mm Dia 102 250 Mm Dia 103 300 Mm Dia 104 350 Mm Dia 105 400 Mm Dia 106 Supply Of Following Types Of Fittings Including Railways Freight, Cartage Up To Store, All Taxes And Duties Complete. 107 C.I. Double Flanged Sluice / Scour Valves As Per I.S. 780 / 1969 Class-1 Working Pressure 10 Kg / Sqm F.O.R Destination Including All Taxes And Insurance. 108 C.I. Double Flanged Sluice Valves 109 80 Mm 110 100 Mm 111 125 Mm 112 150 Mm 113 200 Mm 114 250 Mm 115 300 Mm 116 350 Mm 117 Scour Valves 118 80 Mm Dia 119 Air Valves 120 25 Mm 121 Fire Hydrants 122 80 Mm 123 Carting Of Following Fittings Of Following Sizes To The Site Of Workslowering Them Into Already Prepared Trenches And Fixing Them In Position Including Supply Of Jointing Materials Such As Bolt Nut, Rubber Insertion White Lead Complete With Excluding Values And Specials Required But Including The Testing Etc. Complete Excluding Values And Specials Required But Including The Testing Etc. Complete. 124 C.I. Double Flanged Sluice Valves 125 80 Mm 126 100 Mm 127 125 Mm 128 150 Mm 129 200 Mm 130 250 Mm 131 300 Mm 132 350 Mm 133 Scour Valves 134 80 Mm Dia 135 Air Valves 136 25 Mm 137 Fire Hydrants 138 80 Mm 139 Supply Of All Materials, Labour T&P Etc. Required And Construction Of Following Chambers As Per Type Design Including Supply And Materials Labour, T & P Etc. Complete. 140 Surface Box Type 141 Masonry Type 142 Air Valves 143 Fire Hydrants 144 Thrust Block 145 Dismantling Of Following Type Of Surface Including Sorting Out And Staking Of Serviceablematerials Of Disposal Of Unserviceable Materials Up To A Distance Of 50 M. 146 B.O.E. Road 60% Old Bricks 147 Bituminous Road 148 Cc Road 149 Inter Locking Road 150 Reinstatment Of Following Type Of Surface Including Sorting Out And Staking Of Serviceablematerials Of Disposal Of Unserviceable Materials Up To A Distance Of 50 M. 151 B.O.E. Road 60% Old Bricks 152 Bituminous Road 153 Cc Road 154 Inter Locking Road 155 Crossingofculvertforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 156 3.5 M Wide 157 10 M Wide 158 Crossing Of Road For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 159 3.5 M Wide Road 160 7.0 M Wide Road 161 Making House Connection With Distribution Line Including Dismantling Of Road, Supply, Carting Of Specials, Lowering Them Into Trances, Fixing Them In Proper Alignment And Jointing Including Bailing Out To Water, Necessary Excavation For Connection Including All Labour, T&P Etc. Required For Proper Completion Of The Work. 162 In B.O.E. Roads 163 For 90 Mm To 110 Mm Dia 164 For 140 Mm To 160 Mm Dia 165 In Bituminous Roads 166 For 90 Mm To 110 Mm Dia 167 For 140 Mm To 160 Mm Dia 168 For 200 Mm To 250 Mm Dia 169 In C. C. Roads 170 For 90 Mm To 110 Mm Dia 171 For 140 Mm To 160 Mm Dia 172 For 200 Mm To 250 Mm Dia 173 For 300 Mm To 350 Mm Dia 174 In C. C. Interlocking Tiles Roads 175 For 90 Mm To 110 Mm Dia 176 For 140 Mm To 160 Mm Dia 177 For 200 Mm To 250 Mm Dia 178 For 300 Mm To 350 Mm Dia 179 In Earthen Roads 180 For 90 Mm To 110 Mm Dia 181 For 140 Mm To 160 Mm Dia 182 For 200 Mm To 250 Mm Dia 183 For 300 Mm To 350 Mm Dia 184 Construction Of Boundary Wall, Gate Site Development & Approach Road 185 Provide All Materials; Labour T&P Etc. For The Construction Of 1.30M High Boundary Wall As Per Departmental Type Design Direction Of Engineer-In-Charge. 186 Provide All Materials, Labour T&P Etc. Required For Proper Completion Of Work And Construct Pillars As Per Type Design And Fixing Of Gate 3.6 M Wide Gate Nd 1.2 M Wicket Gate. 187 Provide All Materials, Labour, T&P Etc. Required For Proper Completion Of Work And Construct Interlocking Tiles Approach Road, Laid Dry And Joints Intact With Corase Sand Mortar Including Preparation Of Base Etc. 188 Constructionofdrainaspertype Designinallmaterials, Labour T&P Etc. Required For Proper Completionofworkinside Campous Forproperdrainage.Size ( 300Mm X 300 Mm ) . 189 Provisionoflightingincampus As Per Direction Of Engineer-In- Charge Including All Materials , Labour T&P Etc Complete. 190 Repairing Of Existing Ohtin Including Supplyandfixingonlightening Conductor, Water Lavel Indicator, Threecoats Of Approved Exterior Cement Paint Berger / Narolac / Asian ( Such As Apex ) To Give A Smooth And Even Colour Thepipesystemofaboveaprornlevelalongwiththe Clamps To Be Painted With Three Coats Approved Synthetic Paints, Repairing Of O.H.T. Wall, Water Tighteing Work, Repairsofcrackson Concretsurfaceofoht ( Brase, Column, Bottom Dom, Top Dom Etc Complete ) By Guniting Method Replacementofvalves, Dismentling & Re Construction Of Inlet, Outlet, Over Flow & Wash Out Chamber, Dismentling & Reconstruction ( Including Raising Of Floreof Oht, Replacmentofbothm.S.Ladder ( Inner&Outer ) &Ms Coverontopdome, Provisionofmediumclassg.I.Pipeinfreeroofon Staircase, Balconeyandtopdome, Provision Of Safty Gate On Stair Case Net On Top Dome Vent And Replacement Of Oht Pipes & Specials Etc Work Completed As Per Engineer Incharge. 191 Zone 1 -350Kl 19M Stageing 192 Zone 2 -300Kl 16M Stageing 193 Construction Of Staff Quarter Asper Type Design Half Set In Zone 3 194 Construction Of Oht 1200 Kl Capacity / 22 M Stagnig For Zone -3 195 Supply Of All The Materials, Labour T&P For Construction Of 1200 Kl Capacity / 22M Staging R.C.C. Over Head Tank ( Confirming To Is 3370 ( Part 1 ) : 2009, Is 3370 ( Part 2 ) : 2009, Is 3370 ( Part 3 ) : 1967, Is 3370 ( Part 4 ) : 1967 Specification ) Along With Main Components, Including Cost Of Soil Testing. All Components Of Oht Will Be Casted In M-30 Concrete With Cement, Coarse Sand And Approved Stone Grit As Per I.S. 11682 And I.S. 456 Or Its Latest Revision.Minimum Depth Of Foundation Below Original Ground Level Will Be 2.0 M.Seismic Effects And Wind Load Should Be Taken Into Consideration As I.S. 1893 For Earthquake Resistance And I.S. 875 Part-Iii For Wind Load On Structure.The Assumed Bearing Capacity Of Soil Has Been Taken As 8 M.T. Sqm. 1 M Wide Rcc Stair Case From Ground Level To Balcony. M.S. Ladder Made Of 50 X 50 X 6 Mm Angle Section And 20 Mm Plain M.S. Bars ( Specification Of M.S. Should Be As Per Is 800-2007 ) With Hand Rails Of 20 Mm Medium Class G.I. Pipes On Both Sides In Three Rows From Balcony To Be Top Dome Resting On An Rcc Plateform ( 75 X 75 Cm And 10 Cm Thick ) Projecting From Top Ring Beam And One Alluminimum Ladder Inside Thw Tank Body ( From Manhole In Top Dome To Bootom Dome ) .1 M Wide Rcc Balcony Around The Tank At The Junction Point Of Vertical Wall And Conical Wall. Proper R.C.C. Railing And 20 Mm Dia Medium Class G.I. Pipe ( In 3 Rows ) On Both Sides Of Stair Case, Around The Balcony At Each Landing From Landing With Top Ring Beam Up To Manhole On The Top Dome And At The Periphery. The G.I. Pipes Will Be Supported On R.C.C. Posts Of 100 Mm Dia Or On The Posts Made Of 50 X 50 X 6 Mm M.S. Angle Section, Spaced At Intervals Not More Than 1.5 M. Proper Ventilator At Top Dome In Circular Shape Of 1.2 M Dia Along With An R.C.C. Cover Of Minimum 1.50 M Dia And 7.5 Cm Thickness, Pillar Of Ventilator Should Be Minimum 50 Cm Dia. The Space Between Top Dome And R.C.C. Cover Should Be Covered With Mosquito Net Of Standard Quality Along With Expended Mantled Jail. Lightening Conductor As Per I.S.S. 2309 Of Its Latest Amendments 196 Of Latest Electricity Rules. It Should Consist Proper Elevation Rod With 5 Of More Fork Points Proper Down Conductors Of Prescribed Mental Of Proper Size Prescribed By Iss 2309-1969 And Iss 3013-1966. C.I. Manhole Of Min 60 X 60 Cm Size Made Of M.S. Channel Section With Adequate Cover Made Of M.S. Sheet Of Minimum 3 Mm Thickness Hinged With Locking Arrangement. This Manhole Should Be Fixed At Top Dome At Proper Place.Supply Of Fixing, Jointing Of Following Size Of D.I. D / F Pipes With D.I. D / F Specials Conforming To Is 8329 / 2000 As Vertical Pipes For Inlet, Outlet, Overflow And Washout As Per Latest / Relevant I.S. Specifications With All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Work And Excavation In All Types Of Soil. Inletpipe 150 Mm, Outlet Pipe 300 Mm, Overflow Pipe 300 Mm &Washout Pipe 100 Mm Supply And Fixing Of Following Sizes C.I. D / F Sluice Valves With Gear Opreated As Per I.S.S. 700 / 1969 Or Its Latest Pressure 10 Kg / Sqcm Including Cartage From Its Store To The Site Of Work, Lowering Them Into Trenches, Fixing In Position & Testing Etc. Complete.Inletpipe 150 Mm -3 No., Outlet Pipe 400 Mm ( Gear Operated ) - 1 No., Washout Pipe 100 Mm - 1 No. Construction Of Bed Blocks In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stone Grit Under Each Duck Foot Bend To Support The Vertical Pipes. These Bed Blocks Should Support On The Raft And Not On The Soil. Construction Of Masonary Type Sluice Valve Chamber For Above Sluice Valve ( 3 No. ) As Per Departmental Type Design And Drawing Including Supply And Fixing Of 150 Mm X 150 Mm Size C.I. Surface Box Including Locking Arrangement. Construction Of Washout / Overflow Chamber As Per Departmental Type Design And Drawing. Construction Of P.C.C. Floor & Drain And All Other Necessary 197 Work As Per Departmental Type Drawing And Design. All Exterior Surface Of Oht To Be Given Three Coats Of Approved Exterior Cement Paint Such As Berger / Narolac / Asian / Apex Ultima To Give A Smooth And Even Shade Including Painting Of The Pipe System Above Apron Level Along With The Clamps In Three Coats With Approved Synthetic Paints. Including Supply Of All Labour Material T & P Necessory Scafolding Etc. Complete. Testing & Commission Etc. All Complete Work. Testing Of Bearing Capacity Of Soil From A Reorganized Govt. Engineering College Or As Directed By Department. 198 Construction Of Mcs Cum Scada Room As Per Direction Of Engineer In Charge. 199 E & M Boq 200 For Zone- 01 ( Rebore Tubewell-01 Nos ) 201 Transportation Of Rig Machine & Its T&P / EquipmentS To The Site Of Work Including Loading & Unloading, Baricating, Erection & Dismantling Etc. 202 Transportation Of Air Compressor And Its T&P Including Loading & Unloading, Erection & Dismantling Etc. 203 Transportation Of Op Unit And Its T&P Including Loading & Unloading. Erection &Dismantling Etc. 204 Transportation Of Tubewell Assembly Including Loading & Unloading. Erection &Dismantling Etc. 205 Drilling Of Bore ( Including Water Arrangement ) 206 Barricading 207 Logging Of Bore 208 Drilling Of 600Mm Dia Bore From G.L. To 65 M Bgl. 209 Drilling Of 500Mm Dia Bore From 65 M Bgl To 100M Bgl. 210 Drilling Of 500Mm Dia Bore From 101M Bgl To 200M Bgl. 211 Drilling Of 500Mm Dia Bore From 201M Bgl To 300M Bgl. 212 Drilling Of 500Mm Dia Bore From 301M Bgl To 420M Bgl. 213 Welding And Lowering Of Tw Assembly ( Including Electrodes Welding Set And Generator Etc. Required For Completion Of Work ) As Per Following : Lowering Of 300Mm X 200Mm Dia ( Tube Well Assembly In Bore Hole And Shrouding Of Pea Gravel Between Annular Space Of Bore Hole And T.W. Assembly From G.L. To 150M Bgl. 214 Lowering Of 300Mm Dia Mserw 7.1Mm Thick Plain Pipe From Gl To 60 M Bgl. 215 Lowering Of 150Mm Die Mserw Plain / Slotted Pipe 7.1Mm Thick From 60 M Bgl To 100M Bgl. 216 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 101M Bgl To 200M Bgl. 217 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 201M Bgl To 300M Bgl. 218 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 301M Bgl To 380M Bgl. 219 Supply Including Loading & Unloading Of Tw Assembly Of Mserw Pipe. 220 300Mm Dia Size Mserw Housing Pipe 7.1Mm Thick Including With 1 No 300 X 150Mm Dia M.S Reducer 16Mm Thick, 1 Nom.S. Well Cap 12Mm Thick , Required M.S. Ring 100X12mm Thick, M.S. S / I Clamp , T.W. Support ( I Section ) Etc Complete In All Respect . 221 150Mm Dia Mserw 7.1Mm Thick Plain / Slotted Pipe Including With Required M.S Ring 100X12mmthick , 1 Nom.S. Bail Plug , Required Center Guide Etc Comp In All Respect. 222 Supply Of Pea Gravel Size 1.6Mm To 4.80Mm Of Lalkuwan Quarry Duly Screened , Washed And Proper Stacking At Site. 223 Development Of Tubewell 224 Cutting Of T.W. Cover By Gas Cutter, Re-Welding Of T.W. Cover By Electric Welding After Complete Development Of Work. 225 By Air Compressor Of 600 Psi Capacity Including T&P, Labour And Material Required For Completion Of Work. 226 Cutting Of T.W. Cover By Gas Cutter, Re-Welding Of T.W. Cover By Electric Welding After Complete Development Of Work. 227 By 3 Cusec Op Unit Orsutaible Capacity Including T&P, Labour And Material Required For Completion Of Work. 228 Chemical And Bacteriological Test 229 Supply, Inatallation, Commissioning & Testing Of Pumping Plant, Chlorinating Plant & Stabilizer - 2 Set ( For One Pumping Plant For Rebore And One For Old Tw ) 230 1000 Lpm, 55 M Head ( Or Suitable Head As Per Site Condition And Direction Of Engineer In Charge ) 2900Rpm Submersible Clear Water Pumping Plant Suitable To Operate On 415+ %5 Volt, 50 Hz, 3 Phase A.C. Supply ( As Per Is 8034-1989 ) Along With Main Piping And Valves Of 100 Mm Dia 5.4 Mm Thick M.S. Column Pipe 30M ( Or Suitable Length As Per Site Condition And Direction Of Engineer In Charge ) , D / F Pipe 1.0M Long 01 No., D / F Pipe 1.5M Long 02 No., D / F Bend 01 No., A / F Tee, 01 No., D / F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges With Air Line Fittings, Earthing Material, Tool Kit, 2 Ton Chain Pully Block, Scada Compatable Chlorinating Systeme, Internal Electrification Of Pump House, Supply & Installation Of Sutable Sizearmoured Cable Including Lugs Itc. Complete Works & Painting Etc. Spare Column Pipe Heavy Duty 2No 231 Fully Automatic Servovoltage Stabilizer Having ( 30 Kva Or Suitable Capacity As Per Actual Site Requirements And As Per Direction Of Engineer In Charge ) Fully Copper Winding 3- Phase A.C. Supply 50 Hz.Input Voltage 90-150 V Output Voltage 360 - 440 V With T / F Oil , Power Cable & Earthing Etc.Complete In All Respect. 232 Armoured Cable As Per Requirement With Laying And Installation 233 Submersible Cable Extra As Per Requirement With Laying And Installation 234 Ce / Ul Certified Intelligent Smart Energy Meter 235 Motor Operatedactuator With Sluice Valve ( 100Mm ) 236 Ce / Ul Certified Electromagneticflowmeter Of Size:100Mm 237 Digital Soft Starter ( 15 Kw ( Or Suitable Size As Per Site Condition And Direction Of Engineer In Charge ) 238 Auto Phase Reversal Unit With Inbuilt Time Delay & Enclosure Conforming To Iec: 60947-1 & Iec:60947-B-1 ) ( 100 Amps ) 239 Ce / Ul Certified Hydrostatatic Type Sub Soil Water Level Transmitter 240 Ce / Ul Certified Pressure Transmitter 241 Complete Cabling For Tubewell Including All Power & Control Cables Of All Equipment At Pumphouse And Oht 242 For Zone-2 Pumping Plant 02 Nos 243 700 Lpm, 55 / 58M Head ( Or Suitable Head As Per Site Condition And Direction Of Engineer In Charge ) 2900Rpm Submersible Clear Water Pumping Plant Suitable To Operate On 415+ %5 Volt, 50 Hz, 3 Phase A.C. Supply ( As Per Is 8034-1989 ) Along With Main Piping And Valves Of 100 Mm Dia 5.4 Mm Thick M.S. Column Pipe 30M ( Or Suitable Length As Per Site Condition And Direction Of Engineer In Charge ) , D / F Pipe 1.0M Long 01 No., D / F Pipe 1.5M Long 02 No., D / F Bend 01 No., A / F Tee, 01 No., D / F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges With Air Line Fittings, Earthing Material, Tool Kit, 2 Ton Chain Pully Block, Scada Compatable Chlorinating Systeme, Internal Electrification Of Pump House, Supply & Installation Of Sutable Sizearmoured Cable Including Lugs Itc. Complete Works & Painting Etc. Spare Column Pipe Heavy Duty 2No 244 Fully Automatic Servovoltage Stabilizer Having ( 25 Kva Or Suitable Capacity As Per Actual Site Requirements And As Per Direction Of Engineer In Charge ) Fully Copper Winding 3- Phase A.C. Supply 50 Hz.Input Voltage 90-150 V Output Voltage 360 - 440 V With T / F Oil , Power Cable & Earthing Etc.Complete In All Respect. 245 Armoured Cable As Per Requirement With Laying And Installation 246 Ce / Ul Certified Intelligent Smart Energy Meter 247 Motor Operatedactuator With Sluice Valve ( 100Mm ) 248 Ce / Ul Certified Electromagneticflowmeter Of Size:100Mm 249 Digital Soft Starter ( 15 Kw ( Or Suitable Size As Per Site Condition And Direction Of Engineer In Charge ) 250 Auto Phase Reversal Unit With Inbuilt Time Delay & Enclosure Conforming To Iec: 60947-1 & Iec:60947-B-1 ) ( 100 Amps ) 251 Ce / Ul Certified Hydrostatatic Type Sub Soil Water Level Transmitter 252 Ce / Ul Certified Pressure Transmitter 253 Complete Cabling For Tubewell Including All Power & Control Cables Of All Equipment At Pumphouse And Oht 254 Fully Automation Of T / W Through Scada Complete In All Respect Including Mobile Based App Development And Interconnection With Mcs And Central Control Room Lucknow 255 Requiredequipment To Be Installed Atoht Zone-1 -2 256 Motor Operated Sluice Valve With Actuator 250 Mm Size 257 Electromagnetic Flowmeter Of 250 Mm Size 258 Cost Of Cutting Of Outlet Pipe And Installation Of Flowmeter 259 Trial & Run Of Pumping Plant 260 Three Month Trial & Run, Handing Over Of T / W, Pumping Plant, Accessorieswithsodium Hypochloride Solution, Vehicle, Watch & Ward . 261 Supply , Installation Testing & Commissioningof Scada For Rebore T / W & Oht 262 Automation Ofohtincluding Automation Of Interconnected Tubewells, Level Sensors Etc. 263 For Zone- 03 ( New Tubewell-03 Nos ) 264 Transportation Of Rig Machine & Its T&P / EquipmentS To The Site Of Work Including Loading & Unloading, Baricating, Erection & Dismantling Etc. 265 Transportation Of Air Compressor And Its T&P Including Loading & Unloading, Erection & Dismantling Etc. 266 Transportation Of Op Unit And Its T&P Including Loading & Unloading. Erection &Dismantling Etc. 267 Transportation Of Tubewell Assembly Including Loading & Unloading. Erection &Dismantling Etc. 268 Drilling Of Bore ( Including Water Arrangement ) 269 Barricading 270 Logging Of Bore 271 Drilling Of 600Mm Dia Bore From G.L. To 65 M Bgl. 272 Drilling Of 500Mm Dia Bore From 65 M Bgl To 100M Bgl. 273 Drilling Of 500Mm Dia Bore From 101M Bgl To 200M Bgl. 274 Drilling Of 500Mm Dia Bore From 201M Bgl To 300M Bgl. 275 Drilling Of 500Mm Dia Bore From 301M Bgl To 420M Bgl. 276 Welding And Lowering Of Tw Assembly ( Including Electrodes Welding Set And Generator Etc. Required For Completion Of Work ) As Per Following : Lowering Of 300Mm X 200Mm Dia ( Tube Well Assembly In Bore Hole And Shrouding Of Pea Gravel Between Annular Space Of Bore Hole And T.W. Assembly From G.L. To 150M Bgl. 277 Lowering Of 300Mm Dia Mserw 7.1Mm Thick Plain Pipe From Gl To 60 M Bgl. 278 Lowering Of 150Mm Die Mserw Plain / Slotted Pipe 7.1Mm Thick From 60 M Bgl To 100M Bgl. 279 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 101M Bgl To 200M Bgl. 280 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 201M Bgl To 300M Bgl. 281 Lowering Of 150Mm Dia Mserw Plain / Slotted Pipe 7.1Mm Thick From 301M Bgl To 380M Bgl. 282 Supply Including Loading & Unloading Of Tw Assembly Of Mserw Pipe. 283 300Mm Dia Size Mserw Housing Pipe 7.1Mm Thick Including With 1 No 300 X 150Mm Dia M.S Reducer 16Mm Thick, 1 Nom.S. Well Cap 12Mm Thick , Required M.S. Ring 100X12mm Thick, M.S. S / I Clamp , T.W. Support ( I Section ) Etc Complete In All Respect . 284 150Mm Dia Mserw 7.1Mm Thick Plain / Slotted Pipe Including With Required M.S Ring 100X12mmthick , 1 Nom.S. Bail Plug , Required Center Guide Etc Comp In All Respect. 285 Supply Of Pea Gravel Size 1.6Mm To 4.80Mm Of Lalkuwan Quarry Duly Screened , Washed And Proper Stacking At Site. 286 Development Of Tubewell 287 Cutting Of T.W. Cover By Gas Cutter, Re-Welding Of T.W. Cover By Electric Welding After Complete Development Of Work. 288 By Air Compressor Of 600 Psi Capacity Including T&P, Labour And Material Required For Completion Of Work. 289 Cutting Of T.W. Cover By Gas Cutter, Re-Welding Of T.W. Cover By Electric Welding After Complete Development Of Work. 290 By 3 Cusec Op Unit Orsutaible Capacity Including T&P, Labour And Material Required For Completion Of Work. 291 Chemical And Bacteriological Test 292 Supply, Inatallation, Commissioning & Testing Of Pumping Plant, Chlorinating Plant & Stabilizer - 2 Set ( For One Pumping Plant For Rebore And One For Old Tw ) 293 1000 Lpm, 57 / 59M Head ( Or Suitable Head As Per Site Condition And Direction Of Engineer In Charge ) 2900Rpm Submersible Clear Water Pumping Plant Suitable To Operate On 415+ %5 Volt, 50 Hz, 3 Phase A.C. Supply ( As Per Is 8034-1989 ) Along With Main Piping And Valves Of 100 Mm Dia 5.4 Mm Thick M.S. Column Pipe 30M ( Or Suitable Length As Per Site Condition And Direction Of Engineer In Charge ) , D / F Pipe 1.0M Long 01 No., D / F Pipe 1.5M Long 02 No., D / F Bend 01 No., A / F Tee, 01 No., D / F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges With Air Line Fittings, Earthing Material, Tool Kit, 2 Ton Chain Pully Block, Scada Compatable Chlorinating Systeme, Internal Electrification Of Pump House, Supply & Installation Of Sutable Sizearmoured Cable Including Lugs Itc. Complete Works & Painting Etc. Spare Column Pipe Heavy Duty 2No 294 Fully Automatic Servovoltage Stabilizer Having ( 40 Kva Or Suitable Capacity As Per Actual Site Requirements And As Per Direction Of Engineer In Charge ) Fully Copper Winding 3- Phase A.C. Supply 50 Hz.Input Voltage 90-150 V Output Voltage 360 - 440 V With T / F Oil , Power Cable & Earthing Etc.Complete In All Respect. 295 Armoured Cable As Per Requirement With Laying And Installation 296 Ce / Ul Certified Intelligent Smart Energy Meter 297 Motor Operatedactuator With Sluice Valve ( 100Mm ) 298 Ce / Ul Certified Electromagneticflowmeter Of Size:100Mm 299 Digital Soft Starter ( 22Kw ( Or Suitable Size As Per Site Condition And Direction Of Engineer In Charge ) 300 Auto Phase Reversal Unit With Inbuilt Time Delay & Enclosure Conforming To Iec: 60947-1 & Iec:60947-B-1 ) ( 100 Amps ) 301 Ce / Ul Certified Hydrostatatic Type Sub Soil Water Level Transmitter 302 Ce / Ul Certified Pressure Transmitter 303 Complete Cabling For Tubewell Including All Power & Control Cables Of All Equipment At Pumphouse And Oht 304 Fully Automation Of T / W Through Scada Complete In All Respect Including Mobile Based App Development And Interconnection With Mcs And Central Control Room Lucknow 305 Requiredequipment To Be Installed Atoht Zone-3 306 Motor Operated Sluice Valve With Actuator 400 Mm Size 307 Electromagnetic Flowmeter Of 400 Mm Size 308 Cost Of Cutting Of Outlet Pipe And Installation Of Flowmeter 309 Trial & Run Of Pumping Plant 310 Three Month Trial & Run, Handing Over Of T / W, Pumping Plant, Accessorieswithsodium Hypochloride Solution, Vehicle, Watch & Ward . 311 Supply , Installation Testing & Commissioningof Scada For Rebore T / W & Oht 312 Automation Ofohtincluding Automation Of Interconnected Tubewells, Level Sensors Etc. 313 Supply , Installation Testing & Commissioningof Scada Mcs ( Master Conrol Station ) For Zone- 01 , 02 And 03 314 Scada Mcs ( Master Conrol Station ) Complete In All Respect.
