Tender For Pipiganj Nagar Panchayat Water Supply Reorganization Scheme (Part-1), District-Gorakhpur., pipiganj-Uttar Pradesh

Pipiganj Nagar Panchayat Water Supply Reorganization Scheme ( Part-1 ) , District-Gorakhpur.; 2 Provideallmaterials, Labour, T&Petc. To Construct The Complete Pumphousesize ( 3.60X3.00X3.00M ) Cum Chlornatingroom ( 2.80 X1.50X3.00M ) As Per Departmental Type Design & Drawing ( 3 Nos. ) . 3 Excavation Ofearth Infoundationinordinary Soil ( Loam, Clay Orsand ) Includingliftupto1.50Mandleapupto50.00 M Refilling Of Excavated Earth In Tospace Betweenbuilding And Sidesoffoundationtrench, Watering, Rammingand Disposal Of Surplus Earth Up To 50 M From The Center Of The Trench. 4 Concretewith40mmgaugefirstclassbrickballast, Local Sandandcementinproportionof1:6:12Infoundation And Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 5 Firstclassbrickworkin1:6Cementandcoarsesand Mortar Infoundationandplinthincludingsupplyofall Materials, Labour T&P Etc Required For Proper Completion Of Work. 6 25 Mm Thick Damp Proof Coarse With Cement , Stone Grit 12Mmandapprovedcoarsesand1:1.5:3Withand Including Water-Proofing Materials Asordered By The Engineer- Inchargeintheproportionasspecifiedbythe Manufactures, Alsoincludedbitumepainting ( 85 / 50Or 85 / 25 ) , Supplyofall Materials, Labourt&Pandtoolsand Plantsetcrequiredfor Propercompletionoftheworkand Includingpropercuring And Shuttering As Necessary. 7 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&P Etc Required For Proper Completion Of Work. 8 R.C.C.Workwithcementapprovedcoarsesandand20 Mm Gauge Approved Stone Ballast In The Proportion 1:2:4 In Lintelsofdoors, Windows&Sunshade Excluding Reinforcementanditsbendingbutincludingits Fixingand Bindingthesame24bwgwireinpositionwith Supplyall Materialslabourt&Petcrequiredforproper Completionof Work. 9 As In Item No. 1.07 Above But For Slab 10 Supplyandfixingof1mmthicksheetiron Panelled Door / Window / Ventilatorsshuttersincluding Frame, Supply &Fixingand Adjustmentofcleats, Stops, Hinges, Locks, Bolts, Handlers, Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 11 1. Door With Frame ( 6 Nos. ) 12 2. Window With Frame ( 12 Nos. ) & Ventilator ( 6 Nos. ) 13 Supplyofoxidizedironfittingsofapprovedmakefor Doors And Window. 14 Mild Steel Or Plain Work Such As Reinforced Concrete Or Reinforcedbrickworkwroughttorequiredshape As Necessaryincludingbuildingforpropercompletionof Work Andincludingsupplyofsteelitswastagebendhooks And Authorized Over Lapping Shall Be Measuredfloor Towlevel. 15 25Mmthick ( 1:2:4 ) Plain Cementconcrete Floorwith Cement Coursesandand20mmgaugeapprovedstone Grit, Laidin Panels, Finishedwith3mmfloatingcoatof Neatcementor Cementandmarbledustinratioof1:5As Specifiedoverand Including75mmthickbaseconcrete Consistingofcement, Localsandand40mmgaugefirst Classbrickballastinthe Proportionof1:4:8Andremoving Anyoverlappingofmortar Atthejointsofpanelsifany Andgiventhemuniformfinish Includingsupplyofall Materials, Labourt&Petcrequired For Proper Completion Of Work. 16 40Mmthickcement Concreteflooring 1:2:4Laid Inone Layer Finishedwithafloatingcoatofneatcementwithoutbase Concrete. 17 Same As Item No 1.14 Above But 40 Mm Thick Over Base Concreteconsistingofcement, Localsandand40mm Gauge First Class Brick Ballast In The Proportion Of1:4:8. For Construction Of Apron 0.6 M Wide. 18 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&Petcrequiredforpropercompletionoffor Construction Of Apron 0.6 M Wide Work. 19 Supplyandfixingofr.C.C.Coverofsize0.80X0.80Meter Over Pump House Slab Opening Including Supply Of All Material Labour T&P Etc Complete. 20 12Mmthickplasterwithcementandcoarsesandmortar In Proportionof1:4Overbrickwork, Minimumthickness Notbe Lessthan10mmincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 21 Same As Above But For Rough Face. 22 11.5Cmstringordrip-Coarsein1:6Cementandlocalsand Mortor. 23 Paintingorvarnishingnewironworkinsmallareasor New Woodworkwithoneprimingcoatandtwocoatsof Approved Paintsorvarnishincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 24 Whitecementinthreecoatsincludingsupplyof All Materialslabour, T&Petcrequiredforproper Completionof Work. 25 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 26 Distempering ( Twocoat ) Withoilbounddistemper Of Approved Brandand Manufacture ( Suchasberger, Apex Ultima ) & Ofrequired Shadeon Undercoated Wall Surface To Give An Even Shade Over & Includingaprimingcoat Withcementprimerofapproved Brand&Manufacturesuchasberger, J&N, Shalimar, Asian Paints After Thoroughly Brushing The Surface Free From Mortar Droppings&Otherforeignmatters&Alsoincluding Preparingthesurfaceevenwithplasterofparisor Approved Syntheticmaterial&Sandpaperedsmooth Includingcostof All Materials. 27 Supplyandfixingofrolledsteeljoistincludingcostofall Materials Labour, T&P Etc Complete. 28 Provideandfixingofr.C.C.Precastventilatorsjaliover Openingincludingsupplyofallmaterialslabour, T&Petc Complete. 29 Supplyandfixingof100mmdiacipiperainwaterdown Pipe With Clamp Etc. 30 Anti Termite Treatment 31 Site Clearance And Other Unforeseen Items. 32 Addextrafor0.5Mheightofplinthofpump House Due To Low Ground Level ( 78000X 0.5=39000 ) 33 Bye Pass Chamber 34 Rising Main And Bye Pass Arrangement 35 Supplyofthefollowingpipesincludingrailwayfreight, Insurance Charges F.O.R. Etc. Complete. 36 200Mm Dia D.I.Class K-9 37 From Tube Wellsto Ohtincludingbye Pass 38 Supply Of D.I.Specials For Theabove Pipe Lines 39 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labourandt&P, Testing Etc. Complete. 40 From Tube Wellsto Ohtincludingbye Pass 41 Earthworkinordinarysoilwithliftupto1.50Mand Leadupto 50M, Filling, Wateringandrammingof Excavatedearthintothetrenchesanddisposalof Surplus Earthupto 50 M. 42 Supplyandcartinguptositeof Workof Followingsizesof C.I.D / Fsluicevalvesasperi.S.780-1960Testedto10 Kg / Sqmfixinginpipelinetrenches, Jointingandtesting Complete. 43 200Mm Dia D.I.Class K-9 44 Supplyofallmaterials, Labour, T&Pandconstruction Offollowingchambersaspertypedesignincludingsupply Andmaterials, Labour Andt&P, Testing Etc. Complete. 45 Masonry Type 46 Privision Of Thrust Block 47 200Mm Dia D.I.Class K-9 48 Dismantlingandreinstatementoffollowingtypeofroad Surfacesforlyingofpipelineincludingsortingoutof Serviceablematerialsanddisposalofunserviceable Materials. 49 Bituminous Road 50 C.C. Road 51 Interlocking Road 52 Boe Road 53 Crossingofroadforlayingpipelineincludingsupply Andmaterials Labour, T&P Etc. Complete. 54 Construction Of Oht 1700 Kl With 22 M Staging 55 Supply Of All The Materials, Labour T&P For Construction Of 1700 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 And Making Made-Up G.L. 40 Cm Above From Adjoining Road At The Available Site. Allcomponents Of Oht Willbe Casted In M-30 Concrete Withcement, Coarsesand And Approvedstonegritasperi.S.11682Andi.S.456Oritslatestrevision.Minimumdepthof Foundationbeloworiginalgroundlevelwillbe2.0M.Seismiceffectsandwindloadshouldbe 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. 1M Wide Rcc Dog Legged Stair Case From Ground Level To Balcony With Two Separate Columns With Proper Covered M.S. Gate And Wiremesh From 1St Landing To 2Nd Landing Of Stair Case . 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 The 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 Circularshapeof1.2Mdiaalongwithanr.C.C.Coverofminimum1.50Mdiaand7.5Cm Thickness, Pillar Of Ventilator Should Be Minimum 50 Cm Dia. The Space Between Top Dome And R.C.C.Covershouldbecoveredwithmosquitonetofstandardqualityalongwithexpended Mantled Jail, Providing 20 Mm Medium Class G.I. Pipes ( In 3 Rows ) Railing At Top Dome Along With Post Also, Supply & Installation Of Digital Water Level Indicator Including All Accessories.Lightening Conductor As Per I.S.S. 2309 Of Its Latest Amendments 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 Minimum3 Mm Thickness Hinged With Lockning Arrangement. The Manhol Should Be Fixed At Top Dome Atproper Place. 56 Supply And Fixing, Jointing Of Following Size Of D.I. D / F Pipes With D.I. D / F Specials Conforming To Is 8329 / 2000Asverticalpipesforinlet, Outlet, Overflowandwashoutasperlatest / Relevanti.S. Specifications With All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Work And Excavation In All Types Of Soil For Inletpipe 200 Mm ( 3 Nos ) , Outlet Pipe 400 Mm, Overflow Pipe 200 Mm &Washout Pipe 100 Mm, Supply And Fixing Of Following Sizes C.I. D / F Sluice Valves Withactuator Operatedasperi.S.S.700 / 1969Oritslatestspecification, Pressure 10Kg / Sqcm Including Carting From Thestoretothesiteofwork, Loweringthem Intotrenches, Fixinginposition&Testingetc. Complete. For Inletpipe 200 Mm - 3 Nos., For Outlet Pipe 400 Mm- 1 No., For Washout Pipe 100 Mm - 1 No.. Construction Of Bed Blocks In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stonegritundereachduckfootbendtosupporttheverticalpipes.Thesebedblocksshould Support On The Raft And Not On The Soil. Construction Of Masonary Type Sluice Valve Chamber For Abovesluicevalvesasperdepartmentaltypedesignanddrawingincludingsupplyand 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&Drainandallothernecessaryworkasperdepartmentaltypedrawinganddesign.All Exteriorsurfaceofohttobegiventhreecoatsofapprovedexteriorweather Resistantpaintsuchas Berger / Narolac / Asian / Apex Ultima To Give A Smooth And Even Shade Including Painting Of The Pipesystemaboveapronlevelalongwiththeclampsinthreecoatswithapprovedsynthetic 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 Collage / Institute. 57 Distribution System 58 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 59 Supplyofthefollowingsizesofpipesconfirmingto I.S.4984:1995, I.S.-8329 / 2000Latest Relevantofi.S.S. With Couplers Etc Complete In All Respect F.O.R. Destination Including All Taxes And Insurance. 60 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 61 90 Mm Dia 62 110 Mm Dia 63 140 Mm Dia 64 160 Mm Dia 65 200 Mm Dia 66 Di Pipe K-7 67 250 Mm Dia 68 300 Mm Dia 69 350 Mm Dia 70 400 Mm Dia 71 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 72 200 Mm Dia 73 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 74 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 - 5% Of Item No. 1.60 To 1.64 75 Di Pipe K-7 - 10% Of Item No. 1.66 To 1.69 76 Di Pipe K-7 - 10% Of Item No. 1.71 77 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Including Jointing, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 78 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 79 90 Mm Dia 80 110 Mm Dia 81 140 Mm Dia 82 160 Mm Dia 83 200 Mm Dia 84 Di Pipe K-7 85 250 Mm Dia 86 300 Mm Dia 87 350 Mm Dia 88 400 Mm Dia 89 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 90 200 Mm Dia 91 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 92 C.I.Doubleflangedsluicevalves 93 80 Mm 94 200 Mm 95 250 Mm 96 350 Mm 97 400 Mm 98 Scourvalves 99 80 Mm Dia 100 Airvalves 101 25 Mm 102 Fire Hydrants 103 80 Mm 104 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 105 Surface Box Type 106 Masonry Type 107 Air Valves 108 Fire Hydrants 109 Thrust Block 110 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 111 B.O.E. Road 60% Old Bricks 112 Bituminous Road 113 Cc Road 114 Inter Locking Road 115 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 116 B.O.E. Road 60% Old Bricks 117 Bituminous Road 118 Cc Road 119 Inter Locking Road 120 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 121 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 122 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 123 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 124 3.5 M Wide Road 125 7.0 M Wide Road 126 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 127 200 Mm 128 250 Mm 129 300 Mm 130 350 Mm 131 Provisionofhouseconnectionincludingsupplyofall Materials, Labours, T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 132 In B.O.E. Roads 133 For 90 Mm To 110 Mm Dia 134 In Bituminous Roads 135 For 90 Mm To 110 Mm Dia 136 For 140 Mm To 160 Mm Dia 137 For 200 Mm To 250 Mm Dia 138 For 300 Mm To 350 Mm Dia 139 In C.C. Roads 140 For 90 Mm To 110 Mm Dia 141 For 140 Mm To 160 Mm Dia 142 In C.C. Interlocking Tiles Roads 143 For 90 Mm To 110 Mm Dia 144 For 200 Mm To 250 Mm Dia 145 In Earthen Roads 146 For 90 Mm To 110 Mm Dia 147 For 300 Mm To 350 Mm Dia 148 Construction Of Half Set ( Single Room ) Staff Quarter 149 Excavationinfoundationinordinarysoil ( Loam, Clay, And / Or Sand ) Including Lift Up To 1.5Mand Leap Up To 50M Refilling, Watering, Andrammingofexcavatedearth Into Thetrenchesorintothespacebetweenthebuilding And Sidesoffoundationtrenches, Orintotheplinth And Disposalofsurplusearthuptoadistanceof50m Fromthe Center Of The Foundation Trenches. 150 Concretewith40mmgaugebrickballast, Localsand And Cement In Proportion Of 1:6:12 In Foundation Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 151 First Class Brick Work In 1:6 Cement And Local Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labourt&Petcrequiredforproper Completion Of Work. 152 25Mmthickdampproofcoarsewithcement, Stonegrit 12Mmandapprovedcoarsesand1:1.5:3With And Includingwater-Proofingmaterialsasorderedby The Engineer-Inchargeinthe Proportionasspecifiedby The Manufactures, Also Included Bitume Painting ( 85 / 50 Or 85 / 25 ) , Supplyofallmaterials, Labourt&Pand Toolsand Plantsetcrequiredforpropercompletionof Theworkand Including Proper Curing And Shuttering As Necessary. 153 Sandfillinginthefoundationincludingsupplyoflabour Material , T&P Etc . 154 Istclassbrickworkin1:4Cementandlocalsand Mortar Insuperstructureincludingsupplyofallmaterial, Labour, T&P Etc Required For Proper Completion Of The Work. ( Thickness Of Wall To One Brick Thick ) . 155 12 Mm Thick Plaster With Cement And Sand Mortar Inproportionof1:6Overbrickwork, Minimumthickness Not Be Less Than 10Mm , Including Supply Of All Materials, Labour , T&P Etc For Proper Completion Of Work. 156 20Mmthickcementplaster, Indadoorskirtingwith Cement And Coarse Sand Mortar 1:2 Laid In Panels And Finished With 3Mmfloating Coat Of Neat Cement Or 1:5 Cementandmarbledust, Includingsupplyofall Materials, Labour , T&P Etc For Proper Completion Of Work. 157 Sameasitemno2.54 Butinproportion1:4Withcement And Local Sand Mortar, Over Ceiling. 158 Struck Pointing In Cement Mortar 1:2 With Colouring Material To Match With The Brickwork Colour Including Supply Of All Materials , Labour, T&P Etc Required For Proper Completion Of Work. 159 R.C.C.Workwithcementapprovedcoarsesandand20 Mm Gaugeapproved Stoneballast In The Proportion 1:1.5:3Inlintelsofdoors, Windows&Sunshadeexcluding Reinforcementanditsbendingbutincludingits Fixingand Bindingthesame24bwgwireinposition Withsupply Allmaterialslabourt&P Etcrequired Forproper Completion Of Work. 160 Mildsteelorironworkinplainworksuchasrccor Rbwork ( When Not Included In Overall Rates ) Brought To Requiredshapeasnecessary, Including Bendingand Supply Of Steel And Wastage For Completion Of Work 161 Supplyandfixingofmsangleironchaukhatsof 40X40x6mmsizeincludingsimoemouldingstraightwork Asinchaukhatsandalsosupplyofallmaterials, Labour, T&P Etc Required For Proper Completion Of Work. 162 Supplyandfixholdfastindoorsandwindows Chaukhats 25Cmx50mmx6mm Flat Iron Including Their Cutting, Moulding, Welding To Requirwed Shape Also Including Othermaterialssuchasnailsandscrews Etcrequiredin All Aspect To Complete The Work. 163 Mild Steel Grill In Windows Wrought To Required Form, Including Supply Of Labour, Steel , T&P Etc For Proper Completion Of Work. 164 25 Mm Thick ( 1:2:4 ) Plain Cement Concrete Floor With Cementcoursesandand20mmgaugestone Ballast, Laid In Panels, Finished With 3 Mm Floating Coat Of Neat Cementorcementandmarbledust In Ratio1:5As Specified, Andremovingany Overlappingormortaratthe Jointsofpanelsifanyand Givingthemuniformfinish, Includingsupplyofall Materials, Labour, T&Petc. Requiredforproper Completionofthework.Including75 Mmthickbase Concreteconsistingofcement, Localsand Andfirstclass Brickballast40mmgaugeinproportionof 1:4:8 Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 165 Sameasitemno2.63Abovebut40mmthickoverbase Concrete Consisting Of Cement, Local Sand And 40 Mm Gaugefirstclassbrickballastintheproportionof 1:4:8. For Construction Of Apron 0.6 M Wide. 166 First Class Brick Work In 1:4 Cement And Local Sand Mortarinsuperstructureincludingsupplyofall Materials Labour T&P Etc Required For Proper Completion Of For Construction Of Apron 0.6 M Wide Work. 167 Supply Of 40 Mm Thick Sheesham Wood Door / Window Shutters With 9 Mm Thick Plywood Or Pressed Wood Pannels And Fixing Cleats, Stops, Hinges, Locks, Bolts, Handlers, Springandotherfittings. ( Excludingsuplyof Fittings ) . 168 Supply And Fixing Of Oxidized Iron Fittings Of Approved Make For Doors And Windows. 169 Paintingorvarnishingnewironworkornewwood Work In Small / Largeareas With Onecoatprimingand Two Coat Of Approvedpaintorvamishinclduingsupply Ofall Materials, Labourt&Petc.Completerequiredfor Proper Completion Of The Work. 170 White Washing In Three Coat Including Supply Of All Materials, Labour, T&Petc.Completerequiredforproper Completion Of The Work 171 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 172 Finishingwallswithoilbaseddistemperpaintof Approvedmakeandqualityoveroneprimingonnew Work Withtwocoatstogivenanevenshadeincluding Supplyof Allmaterials, Labourt&Petcrequired Forproper Completion Of Work. 173 Provideallmaterial, Labour, T&Petc.Andconstruct100 Mmdiasemicircularc.C.Covereddraininclduing Rendering The Surface Smooth With Neat Cement. 174 Supply Of All Materials, Labour, T&P Etc And Construct Inspection Chamber As Per Type Design And Drwaing. 175 Supplying, Carting, Laying, Jointing, Fixingandtestingof ( 1 / 2 -1 Inch ) Cpvc Screwed Pipe With Specials And Fittingsinclduingcuttingholesinmasonryandmaking Good The Walls, Fixing Clamps Wherever Necessary Etc. Complete Including Cost Of White Lead, Hemps, Oil, Etc. 176 Supplyofallmaterial, Labour, T&Petcfixingofwater Tap Required For Proper Completion Of The Work. 177 Supplyofallmaterial, Labour, T&Petcfixingoffloat Valverequired For Proper Completion Of The Work. 178 Supplyandfixingof110mmdiapvcpipefromutrap Toseptic Tank Including Supply Of All Special Materials Required For Proper Completion Of The Work. 179 Provisionforinternalelectrification Includingsupplyof All Materials, Labour, T&P Etc. Complete. 180 Supplyandfix110mmdiaacdownpipewithrose Heads, Bends, Gratingswithnecessarymsclamps25mmx 3Mm Fixed With Walls Including Supply Of150mm Long, 6Mm Dia Nails Including Supply Of All Materials , Labour Etc For Proper Completion Of Work. 181 20Mmthickcementplaster, Indadoorskirtingwith Cement And Coarse Sand Mortar 1:2 Laid In Panels And Finished With 3Mmfloating Coat Of Neat Cement Or 1:5 Cementandmarbledust, Includingsupplyofall Materials, Labour , T&P Etc For Proper Completion Of Work. 182 Constructionofseptictankandsoakpitincludingsupply Of Materials Labour Etc Complete. 183 Supplyandfixofposition500litrecapacity Pvc ( Sintex Or Other Approved Make ) Storage Tank. 184 Supply And Fix Indian Type Latrine Seat With U-Trap Includingsupplyofallmaterials, Labour, T&Petc. Required For Proper Completion Of The Work. 185 Provision For Electrification Inside And Outside Of The Quarter. 186 Site Clearance And Other Unforeseen Items. 187 Add Extra For 0.5M Height Of Plinth Than The Departmentaltypedesignduetolowgroundlevel ( 125000 X 0.5=62500 ) 188 Construction Of Boundary Wall, Gate, Site Development And Approach Raod 189 Provideallmaterials;Labour T&P Etc. For The Boundary Wall As Per Direction Of Engineer-In-Charge. 190 Add For Extra 0.5M Plinth Raisingofboundrywalldue To Low Lying Water Campus ( 2040 X 0.5 = 1020 ) 191 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Constructpillarsaspertype Designandfixingofgate3.6 M Wide Gate. 192 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Construct Tilesapproach Road. 193 Constructionofdrainasper Typedesigninallmaterials, Labourt&Petc.Requiredfor Propercompletionofwork Insidecampousforproper Drainage. Size ( 300 Mm X 300 Mm ) . 194 Provision Of Lighting In Campousas Perdirection Of Engineer-In-Chargeincluding Allmaterials, Labourt&Petc Complete. 195 Provision Of Land Escapping Andarboricultureincampous Asperdirectionofengineer-In-Chargeincludingall Materials, Labourt&Petc Complete. 196 Provideallmaterials, Labour T&Petc.Requiredforproper Completionofworkincluding Leveling, Dressingexcavation And Filling Of Earth Where Necessary For Develop Of Water Works Site Including Carriage Of Earth. 197 Zone-2 198 Provideallmaterials, Labour, T&Petc. To Construct The Complete Pumphousesize ( 3.60X3.00X3.00M ) Cum Chlornatingroom ( 2.80 X1.50X3.00M ) As Per Departmental Type Design & Drawing ( 1 No ) . 199 Excavation Ofearth Infoundationinordinary Soil ( Loam, Clay Orsand ) Includingliftupto1.50Mandleapupto50.00 M Refilling Of Excavated Earth In Tospace Betweenbuilding And Sidesoffoundationtrench, Watering, Rammingand Disposal Of Surplus Earth Up To 50 M From The Center Of The Trench. 200 Concretewith40mmgaugefirstclassbrickballast, Local Sandandcementinproportionof1:6:12Infoundation And Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 201 Firstclassbrickworkin1:6Cementandcoarsesand Mortar Infoundationandplinthincludingsupplyofall Materials, Labour T&P Etc Required For Proper Completion Of Work. 202 25 Mm Thick Damp Proof Coarse With Cement , Stone Grit 12Mmandapprovedcoarsesand1:1.5:3Withand Including Water-Proofing Materials Asordered By The Engineer- Inchargeintheproportionasspecifiedbythe Manufactures, Alsoincludedbitumepainting ( 85 / 50Or 85 / 25 ) , Supplyofall Materials, Labourt&Pandtoolsand Plantsetcrequiredfor Propercompletionoftheworkand Includingpropercuring And Shuttering As Necessary. 203 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&P Etc Required For Proper Completion Of Work. 204 R.C.C.Workwithcementapprovedcoarsesandand20 Mm Gauge Approved Stone Ballast In The Proportion 1:2:4 In Lintelsofdoors, Windows&Sunshade Excluding Reinforcementanditsbendingbutincludingits Fixingand Bindingthesame24bwgwireinpositionwith Supplyall Materialslabourt&Petcrequiredforproper Completionof Work. 205 Same As Above But For Slab 206 Supplyandfixingof1mmthicksheetiron Panelled Door / Window / Ventilatorsshuttersincluding Frame, Supply &Fixingand Adjustmentofcleats, Stops, Hinges, Locks, Bolts, Handlers, Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 207 1. Door With Frame ( 2 Nos. ) 208 2. Window With Frame ( 4 Nos. ) & Ventilator ( 2 Nos. ) 209 Supplyofoxidizedironfittingsofapprovedmakefor Doors And Window. 210 Mild Steel Or Plain Work Such As Reinforced Concrete Or Reinforcedbrickworkwroughttorequiredshape As Necessaryincludingbuildingforpropercompletionof Work Andincludingsupplyofsteelitswastagebendhooks And Authorized Over Lapping Shall Be Measuredfloor Towlevel. 211 25Mmthick ( 1:2:4 ) Plain Cementconcrete Floorwith Cement Coursesandand20mmgaugeapprovedstone Grit, Laidin Panels, Finishedwith3mmfloatingcoatof Neatcementor Cementandmarbledustinratioof1:5As Specifiedoverand Including75mmthickbaseconcrete Consistingofcement, Localsandand40mmgaugefirst Classbrickballastinthe Proportionof1:4:8Andremoving Anyoverlappingofmortar Atthejointsofpanelsifany Andgiventhemuniformfinish Includingsupplyofall Materials, Labourt&Petcrequired For Proper Completion Of Work. 212 40Mmthickcement Concreteflooring 1:2:4Laid Inone Layer Finishedwithafloatingcoatofneatcementwithoutbase Concrete. 213 Same As Item No 3.29 Above But 40 Mm Thick Over Base Concreteconsistingofcement, Localsandand40mm Gauge First Class Brick Ballast In The Proportion Of1:4:8. For Construction Of Apron 0.6 M Wide. 214 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&Petcrequiredforpropercompletionoffor Construction Of Apron 0.6 M Wide Work. 215 Supplyandfixingofr.C.C.Coverofsize0.80X0.80Meter Over Pump House Slab Opening Including Supply Of All Material Labour T&P Etc Complete. 216 12Mmthickplasterwithcementandcoarsesandmortar In Proportionof1:4Overbrickwork, Minimumthickness Notbe Lessthan10mmincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 217 Same As Above But For Rough Face. 218 11.5Cmstringordrip-Coarsein1:6Cementandlocalsand Mortor. 219 Paintingorvarnishingnewironworkinsmallareasor New Woodworkwithoneprimingcoatandtwocoatsof Approved Paintsorvarnishincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 220 Whitecementinthreecoatsincludingsupplyof All Materialslabour, T&Petcrequiredforproper Completionof Work. 221 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 222 Distempering ( Twocoat ) Withoilbounddistemper Of Approved Brandand Manufacture ( Suchasberger, Apex Ultima ) & Ofrequired Shadeon Undercoated Wall Surface To Give An Even Shade Over & Includingaprimingcoat Withcementprimerofapproved Brand&Manufacturesuchasberger, J&N, Shalimar, Asian Paints After Thoroughly Brushing The Surface Free From Mortar Droppings&Otherforeignmatters&Alsoincluding Preparingthesurfaceevenwithplasterofparisor Approved Syntheticmaterial&Sandpaperedsmooth Includingcostof All Materials. 223 Supplyandfixingofrolledsteeljoistincludingcostofall Materials Labour, T&P Etc Complete. 224 Provideandfixingofr.C.C.Precastventilatorsjaliover Openingincludingsupplyofallmaterialslabour, T&Petc Complete. 225 Supplyandfixingof100mmdiacipiperainwaterdown Pipe With Clamp Etc. 226 Anti Termite Treatment 227 Site Clearance And Other Unforeseen Items. 228 Addextrafor0.5Mheightofplinthofpump House Due To Low Ground Level ( 78000X 0.5=39000 ) 229 Bye Pass Chamber 230 Repair Of Existing Pump House- 1 No. 231 Istclassbrickwork In1:6Cementandcoarse Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labour Tandpetc. Requiredforproper Completion Of The Work. 232 Dismantling Existing Plaster Over Damaged / Cracked Surface Including Supply Of All Materials, Labour T & P Etc. Required For Proper Completion Of The Work. 233 Rackingof Joints Of Brickmasonryinwallinexposed Surfacetoproperlypreparesurfacefornewplasterwork Including Supply Of All Materials, Labour T & P Etc. Required For Proper Completion Of The Work. 234 12 Mm Thick Plaster With Cement And Coarse Sand Mortar Inproportion Of 1:4 Over Brickwork, Minimum Thickness Not Beless Than 10 Mm Including Supply Ofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 235 Repair For Electric Fitting 236 Repairing Of Floor In P.C.C. 1:2:4 237 First Class Brick Work In 1:4 Cement And Local Sand Mortarinsuperstructureincludingsupplyofallmaterials Labourt&Petcrequiredforpropercompletionof Construction Of Apron 0.6 M Wide Work. 238 Sameasitemnoabovebut25mmthickpccfloorlaid Over Base Concrete Consisting Of Cement, Local Sand And 40 Mmgaugefirstclassbrickballastintheproportionof 1:4:8. For Construction Of Apron 0.6 M Wide. 239 11.5 Cm String Or Drip-Coarse In 1:6 Cement And Local Sand Mortor. 240 Paintingorvarnishingnewironworkinsmallareasor Newwoodworkwithoneprimingcoatandtwocoatsof Approvedpaintsorvarnishincludingsupplyofall Materialslabour, T&Petcrequiredforpropercompletion Of Work. 241 White Cement In Three Coats Including Supply Of All Materialslabour, T&Petcrequiredforpropercompletion Of Work 242 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfacetopreparethesurfaceevenand Smooth Complete. 243 Distempering ( Two Coat ) With Oil Bound Distemper Of Approvedbrandandmanufacture&Ofrequiredshadeon Undecoratedwallsurfacetogiveanevenshadeover& Includingaprimingcoatwithcementprimerofapproved Brand & Manufacture Such As Berger, J&N, Shalimar, Asianpaintsafterthoroughlybrushingthesurfacefree Frommortardroppings&Otherforeignmatters&Also Includingpreparingthesurfaceevenwith Plasterofparis Orapprovedsyntheticmaterial&Sandpaperedsmooth Including Cost Of All Materials. 244 Supplyandfixing3mmthick Plainglassinwindows Including Supply Of Nails, Putty Etc. Required For Proper Completion Of The Work. 245 Supply And Fixing Of 100 Mm Dia Ci Pipe Rainwater Down Pipe With Clamp Etc. 246 Site Clearence And Other Unforseen Items. 247 Rising Main And Bye Pass Arrangement 248 Supplyofthefollowingpipesincludingrailwayfreight, Insurance Charges F.O.R. Etc. Complete. 249 150Mm Dia D.I.Class K-9 250 From Tube Wellsto Ohtincludingbye Pass 251 Supply Of D.I.Specials For Theabove Pipe Lines 252 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labourandt&P, Testing Etc. Complete. 253 From Tube Wellsto Ohtincludingbye Pass 254 Earthworkinordinarysoilwithliftupto1.50Mand Leadupto 50M, Filling, Wateringandrammingof Excavatedearthintothetrenchesanddisposalofsurplus Earthupto 50 M. 255 Supplyandcartinguptositeof Workof Followingsizesof C.I.D / Fsluicevalvesasperi.S.780-1960Testedto10 Kg / Sqmfixinginpipelinetrenches, Jointingandtesting Complete. 256 150Mm Dia D.I.Class K-9 257 Supplyofallmaterials, Labour, T&Pandconstructionoffollowingchambersaspertypedesignincludingsupply Andmaterials, Labour Andt&P, Testing Etc. Complete. 258 Masonry Type 259 Privision Of Thrust Block 260 150Mm Dia D.I.Class K-9 261 Dismantlingandreinstatementoffollowingtypeofroad Surfacesforlyingofpipelineincludingsortingoutof Serviceablematerialsanddisposalofunserviceable Materials. 262 Bituminous Road 263 C.C. Road 264 Interlocking Road 265 Boe Road 266 Crossingofroadforlayingpipelineincludingsupply Andmaterials Labour, T&P Etc. Complete. 267 Reparing Of One No. Existing Over Head Tank ( 600Kl / 16M ) 268 Scraping Old Color Washing And Prepairing The Surfacebyremovingloosmaterialetc. Including All Labour And T &P Etc. Complete. 269 Allexposedsurfaceofstructuretobegiven Three Coats Of Approved Exterior Cement Paint Berger / Narolac / Asian ( Such As Apex Ultima ) Togiveasmoothandevencolour.Thepipe Systemofaboveapronlevelalongwiththe Clampstobe Paintedwiththreecoats Approved Syntheticpaints. Includingsupply Of All Labour Material T & P Necessory Scafolding Etc. Complete. 270 Repairsofo.H.T.Wall, Watertighteingwork Includingalllabour, Materialetcrequiredfor Completion Of Work. 271 Repair Of Cracks On Concret Surface Of Oht ( Brase, Column, Bottom Dom, Top Dom Etc Complete ) By Guniting Method Including All Labour, Materialextraholdingetcrequiredfor Completion Of Work. 272 Dismentling&Reconstructionofinlet, Outlet, Overflow&Washoutchamberincludingall Labour, Material Etc Required For Completion Of Work. 273 Dismentling & Reconstruction Of Damaged Portionofohtfloor ( Includingconstructionof Edgingdrainincludingall Labour, Material Etcrequired 274 Replacment Of Bothm.S. Ladder ( Inner & Outer ) &Mscoverontopdomeincludingall Labour, Material Etc Required For Completion Of Work. 275 Provisionofmediumclassg.I.Pipeinfree Roofonstaircase, Balconeyandtopdome Includingalllabour, Materialetcrequiredfor Completion Of Work. 276 Provision Of Safty Gate On Stair Case. 277 Netontopdomewentincludingalllabour, Material Etc Required For Completion Of Work. 278 Distribution System 279 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 280 Supplyofthefollowingsizesofpipesconfirmingto I.S.4984:1995, I.S.-8329 / 2000Latest Relevantofi.S.S. With Couplers Etc Complete In All Respect F.O.R. Destination Including All Taxes And Insurance. 281 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 282 90 Mm Dia 283 110 Mm Dia 284 140 Mm Dia 285 160 Mm Dia 286 200 Mm Dia 287 Di Pipe K-7 288 250 Mm Dia 289 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 290 150 Mm Dia 291 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 292 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 - 5% Of Item No. 3.81 To 3.85 293 Di Pipe K-7 - 10% Of Item No. 3.87 294 Di Pipe K-7 - 10% Of Item No. 3.89 295 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Including Jointing, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 296 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 297 90 Mm Dia 298 110 Mm Dia 299 140 Mm Dia 300 160 Mm Dia 301 200 Mm Dia 302 Di Pipe K-7 303 250 Mm Dia 304 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 305 150 Mm Dia 306 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 307 C.I.Doubleflangedsluicevalves 308 80 Mm 309 200 Mm 310 250 Mm 311 Scourvalves 312 80 Mm Dia 313 Airvalves 314 25 Mm 315 Fire Hydrants 316 80 Mm 317 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 318 Surface Box Type 319 Masonry Type 320 Air Valves 321 Fire Hydrants 322 Thrust Block 323 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 324 B.O.E. Road 60% Old Bricks 325 Bituminous Road 326 Cc Road 327 Inter Locking Road 328 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 329 B.O.E. Road 60% Old Bricks 330 Bituminous Road 331 Cc Road 332 Inter Locking Road 333 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 334 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 335 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 336 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 337 3.5 M Wide Road 338 7.0 M Wide Road 339 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 340 200 Mm 341 250 Mm 342 Provisionofhouseconnectionincludingsupplyofall Materials, Labours, T&P, Raod Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 343 In B.O.E. Roads 344 For 90 Mm To 110 Mm Dia 345 In Bituminous Roads 346 For 90 Mm To 110 Mm Dia 347 For 140 Mm To 160 Mm Dia 348 For 200 Mm To 250 Mm Dia 349 For 300 Mm To 350 Mm Dia 350 In C.C. Roads 351 For 90 Mm To 110 Mm Dia 352 For 140 Mm To 160 Mm Dia 353 In C.C. Interlocking Tiles Roads 354 For 90 Mm To 110 Mm Dia 355 For 200 Mm To 250 Mm Dia 356 In Earthen Roads 357 For 90 Mm To 110 Mm Dia 358 For 300 Mm To 350 Mm Dia 359 Construction Of Boundary Wall, Gate, Site Development And Approach Raod 360 Provideallmaterials;Labour T&P Etc. For The Boundary Wall As Per Direction Of Engineer-In-Charge. 361 Add For Extra 0.5M Plinth Raisingofboundrywalldue To Low Lying Water Campus ( 2040 X 0.5 = 1020 ) 362 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Constructpillarsaspertype Designandfixingofgate3.6 M Wide Gate. 363 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Construct Tilesapproach Road. 364 Constructionofdrainasper Typedesigninallmaterials, Labourt&Petc.Requiredfor Propercompletionofwork Insidecampousforproper Drainage. Size ( 300 Mm X 300 Mm ) . 365 Provision Of Lighting In Campousas Perdirection Of Engineer-In-Chargeincluding Allmaterials, Labourt&Petc Complete. 366 Provision Of Land Escapping Andarboricultureincampous Asperdirectionofengineer-In-Chargeincludingall Materials, Labourt&Petc Complete. 367 Provideallmaterials, Labour T&Petc.Requiredforproper Completionofworkincluding Leveling, Dressingexcavation And Filling Of Earth Where Necessary For Develop Of Water Works Site Including Carriage Of Earth. 368 Zone-3 369 Repair Of Existing Pump House- 2 Nos. 370 Istclassbrickwork In1:6Cementandcoarse Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labour Tandpetc. Requiredforproper Completion Of The Work. 371 Dismantling Existing Plaster Over Damaged / Cracked Surface Including Supply Of All Materials, Labour T & P Etc. Required For Proper Completion Of The Work. 372 Rackingof Joints Of Brickmasonryinwallinexposed Surfacetoproperlypreparesurfacefornewplasterwork Including Supply Of All Materials, Labour T & P Etc. Required For Proper Completion Of The Work. 373 12 Mm Thick Plaster With Cement And Coarse Sand Mortar Inproportion Of 1:4 Over Brickwork, Minimum Thickness Not Beless Than 10 Mm Including Supply Ofallmaterialslabour, T&P Etc Required For Proper Completion Of Work. 374 Repair For Electric Fitting 375 Repairing Of Floor In P.C.C. 1:2:4 376 First Class Brick Work In 1:4 Cement And Local Sand Mortarinsuperstructureincludingsupplyofallmaterials Labourt&Petcrequiredforpropercompletionof Construction Of Apron 0.6 M Wide Work. 377 Sameasitemnoabovebut25mmthickpccfloorlaid Over Base Concrete Consisting Of Cement, Local Sand And 40 Mmgaugefirstclassbrickballastintheproportionof 1:4:8. For Construction Of Apron 0.6 M Wide. 378 11.5 Cm String Or Drip-Coarse In 1:6 Cement And Local Sand Mortor. 379 Paintingorvarnishingnewironworkinsmallareasor Newwoodworkwithoneprimingcoatandtwocoatsof Approvedpaintsorvarnishincludingsupplyofall Materialslabour, T&Petcrequiredforpropercompletion Of Work. 380 White Cement In Three Coats Including Supply Of All Materialslabour, T&Petcrequiredforpropercompletion Of Work 381 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfacetopreparethesurfaceevenand Smooth Complete. 382 Distempering ( Two Coat ) With Oil Bound Distemper Of Approvedbrandandmanufacture&Ofrequiredshadeon Undecoratedwallsurfacetogiveanevenshadeover& Includingaprimingcoatwithcementprimerofapproved Brand & Manufacture Such As Berger, J&N, Shalimar, Asianpaintsafterthoroughlybrushingthesurfacefree Frommortardroppings&Otherforeignmatters&Also Includingpreparingthesurfaceevenwith Plasterofparis Orapprovedsyntheticmaterial&Sandpaperedsmooth Including Cost Of All Materials. 383 Supplyandfixing3mmthick Plainglassinwindows Including Supply Of Nails, Putty Etc. Required For Proper Completion Of The Work. 384 Supply And Fixing Of 100 Mm Dia Ci Pipe Rainwater Down Pipe With Clamp Etc. 385 Site Clearence And Other Unforseen Items. 386 Construction Of Pillar Girder Type Structure For Rebore Tube Well- 1 No. 387 Exacavation In Foundation In Ordinary Soil ( Loam, Clay Or Sand ) Includingliftupto1.5Mandleadupto50 M.Fitting, Wateringand Rammingofexcavatedearth Intothetrenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Disposal Of Surplulsearthuptoa Distanceof50mfromthecentreof The Foundation Trenches. 388 Concretewith40mmguagebrickballast Coarsesand And Cement In Proportion 1:4:8 In Foundations Including Supply Of All Materials, Labour T And P Etc. Required For Proper Completion Of The Work. 389 Iclassbrickworkin1:4Inplateformoftherebore Tube Wellwithcementandcoarse Sandmortarin Foundationand Plinthincludingsupplyofallmaterials, Labourtandpetc. Required For Proper Completion Of The Work. 390 Iclassbrickworkin1:4Incolumnsize45x45cms Hight 4.0 M Cement And Coarse Sand Mortar In Superstructureincludingsupplyofall Materials, Labour Tandpetc. Required For Proper Completion Of The Work. 391 Supplyandfixingofrolledsteeljoist250mmx150mm Size Supported On The Cloumn In Concrete 1:2:4 Mortar. 392 Supplyofearthandfillingincludingramming / Compaction Around The Tube Well And Into Space In Platform. 393 Site Clearence And Other Unforseen Items. 394 Rising Main And Bye Pass Arrangement 395 Supplyofthefollowingpipesincludingrailwayfreight, Insurance Charges F.O.R. Etc. Complete. 396 150Mm Dia D.I.Class K-9 397 From Tube Wellsto Ohtincludingbye Pass 398 Supply Of D.I.Specials For Theabove Pipe Lines 399 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labourandt&P, Testing Etc. Complete. 400 From Tube Wellsto Ohtincludingbye Pass 401 Earthworkinordinarysoilwithliftupto1.50Mand Leadupto 50M, Filling, Wateringandrammingof Excavatedearthintothetrenchesand Disposalof Surplus Earthupto 50 M. 402 Supplyandcartinguptositeof Workof Followingsizesof C.I.D / Fsluicevalvesasperi.S.780-1960Testedto10 Kg / Sqmfixinginpipelinetrenches, Jointingandtesting Complete. 403 150Mm Dia D.I.Class K-9 404 Supplyofallmaterials, Labour, T&Pandconstructionof Followingchambersaspertypedesignincludingsupply Andmaterials, Labour Andt&P, Testing Etc. Complete. 405 Masonry Type 406 Privision Of Thrust Block 407 150Mm Dia D.I.Class K-9 408 Dismantlingandreinstatementoffollowingtypeofroad Surfacesforlyingofpipelineincludingsortingoutof Serviceablematerialsanddisposalofunserviceable Materials. 409 Bituminous Road 410 C.C. Road 411 Interlocking Road 412 Boe Road 413 Crossingofroadforlayingpipelineincludingsupply Andmaterials Labour, T&P Etc. Complete. 414 Reparing Of One No. Existing Over Head Tank ( 650Kl / 18M ) 415 Scraping Old Color Washing And Prepairing The Surfacebyremovingloosmaterialetc. Including All Labour And T &P Etc. Complete. 416 Allexposedsurfaceofstructuretobegiven Three Coats Of Approved Exterior Cement Paint Berger / Narolac / Asian ( Such As Apex Ultima ) Togiveasmoothandevencolour.Thepipe Systemofaboveapronlevelalongwiththe Clampstobe Paintedwiththreecoats Approved Syntheticpaints. Includingsupply Of All Labour Material T & P Necessory Scafolding Etc. Complete. 417 Repairsofo.H.T.Wall, Watertighteingwork Includingalllabour, Materialetcrequiredfor Completion Of Work. 418 Repair Of Cracks On Concret Surface Of Oht ( Brase, Column, Bottom Dom, Top Dom Etc Complete ) By Guniting Method Including All Labour, Materialextraholdingetcrequiredfor Completion Of Work. 419 Dismentling&Reconstructionofinlet, Outlet, Overflow&Washoutchamberincludingall Labour, Material Etc Required For Completion Of Work. 420 Dismentling & Reconstruction Of Damaged Portionofohtfloor ( Includingconstructionof Edgingdrainincludingall Labour, Material Etcrequired 421 Replacment Of Bothm.S. Ladder ( Inner & Outer ) &Mscoverontopdomeincludingall Labour, Material Etc Required For Completion Of Work. 422 Provisionofmediumclassg.I.Pipeinfree Roofonstaircase, Balconeyandtopdome Includingalllabour, Materialetcrequiredfor Completion Of Work. 423 Provision Of Safty Gate On Stair Case. 424 Netontopdomewentincludingalllabour, Material Etc Required For Completion Of Work. 425 Distribution System 426 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 427 Supplyofthefollowingsizesofpipesconfirmingto I.S.4984:1995, I.S.-8329 / 2000Latest Relevantofi.S.S. With Couplers Etc Complete In All Respect F.O.R. Destination Including All Taxes And Insurance. 428 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 429 90 Mm Dia 430 110 Mm Dia 431 140 Mm Dia 432 160 Mm Dia 433 200 Mm Dia 434 Di Pipe K-7 435 250 Mm Dia 436 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 437 150 Mm Dia 438 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 439 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 - 5% Of Item No. 5.28 To 5.32 440 Di Pipe K-7 - 10% Of Item No. 5.34 441 Di Pipe K-7 - 10% Of Item No. 5.36 442 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Including Jointing, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 443 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 444 90 Mm Dia 445 110 Mm Dia 446 140 Mm Dia 447 160 Mm Dia 448 200 Mm Dia 449 Di Pipe K-7 450 250 Mm Dia 451 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 452 150 Mm Dia 453 Supplyoffollowingtypesoffittingsincluding Railwaysfreight, Cartageuptostore, Alltaxesand Duties Complete. 454 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 455 C.I.Doubleflangedsluicevalves 456 80 Mm 457 200 Mm 458 Scourvalves 459 80 Mm Dia 460 Airvalves 461 25 Mm 462 Fire Hydrants 463 80 Mm 464 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 465 Surface Box Type 466 Masonry Type 467 Air Valves 468 Fire Hydrants 469 Thrust Block 470 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 471 B.O.E. Road 60% Old Bricks 472 Bituminous Road 473 Cc Road 474 Inter Locking Road 475 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 476 B.O.E. Road 60% Old Bricks 477 Bituminous Road 478 Cc Road 479 Inter Locking Road 480 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 481 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 482 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 483 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 484 3.5 M Wide Road 485 7.0 M Wide Road 486 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 487 200 Mm 488 250 Mm 489 Provisionofhouseconnectionincludingsupplyofall Materials, Labours, T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 490 In B.O.E. Roads 491 For 90 Mm To 110 Mm Dia 492 In Bituminous Roads 493 For 90 Mm To 110 Mm Dia 494 For 140 Mm To 160 Mm Dia 495 For 200 Mm To 250 Mm Dia 496 In C.C. Roads 497 For 90 Mm To 110 Mm Dia 498 For 140 Mm To 160 Mm Dia 499 In C.C. Interlocking Tiles Roads 500 For 90 Mm To 110 Mm Dia 501 For 200 Mm To 250 Mm Dia 502 In Earthen Roads 503 For 90 Mm To 110 Mm Dia 504 Provisionforshiftingofhouseconnectionincluding Supplyofallmaterials, Labours, T&P, Road Cutting & Reinstatementetc.Requiredfor Proper Completion Of Work. 505 In B.O.E. Roads 506 For 90 Mm To 110 Mm Dia 507 In Bituminous Roads 508 For 90 Mm To 110 Mm Dia 509 For 140 Mm To 160 Mm Dia 510 For 200 Mm To 250 Mm Dia 511 In C.C. Roads 512 For 90 Mm To 110 Mm Dia 513 For 140 Mm To 160 Mm Dia 514 In C.C. Interlocking Tiles Roads 515 For 90 Mm To 110 Mm Dia 516 For 200 Mm To 250 Mm Dia 517 In Earthen Roads 518 For 90 Mm To 110 Mm Dia 519 Repairing Of Existing Boundary Wall, Gate, Site Development And Approach Raod 520 Provideallmaterials;Labour T&P Etc. For Repaire Of The Existing Boundary Wall As Per Direction Of Engineer-In-Charge. 521 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Construct Tilesapproach Road. 522 Constructionofdrainasper Typedesigninallmaterials, Labourt&Petc.Requiredfor Propercompletionofwork Insidecampousforproper Drainage. Size ( 300 Mm X 300 Mm ) . 523 Provision Of Lighting In Campousas Perdirection Of Engineer-In-Chargeincluding Allmaterials, Labourt&Petc Complete. 524 Provision Of Land Escapping Andarboricultureincampous Asperdirectionofengineer-In-Chargeincludingall Materials, Labourt&Petc Complete. 525 Provideallmaterials, Labour T&Petc.Requiredforproper Completionofworkincludingleveling, Dressingexcavation And Filling Of Earth Where Necessary For Develop Of Water Works Site Including Carriage Of Earth. 526 Repairing Of Existing Staff Quarter 527 12Mmthickplasterwithcement&Coarsesandmortarin 1:1:5Overbrickworkminimumthicknessnottobeless Than12mmfinishedwith3mmflotingcoatingofneat Cementincludingsupplyofallmaterials, Labourt&Petc. Required For Proper Completion Of The Work. 528 Scrapingoldcolorwashingandprepairingthesurfaceby Removingloosmaterialetc. Includingalllabourandt&P Etc. Complete. 529 Whitewashinginthreecoatincludingsupplyofall Materials, Labour, T&P Etc.Complete Required Forproper Completion Of The Work 530 Providing Plaster Of Paris Wall Putty Of 2Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 531 Finishingwallswithoilbaseddistemperpaintofapproved Makeandqualityoveroneprimingonnewworkwithtwo Coats To Given An Even Shade Including Supply Of All Materials, Labourt&Petcrequiredforpropercompletionof Work. 532 40Mmthickoverbaseconcreteconsistingofcement, Local Sand And 40 Mm Gauge First Class Brick Ballast In The Proportion Of 1:4:8. For Construction Of Apron 0.6 M Wide. 533 Firstclassbrickworkin1:4Cementandlocalsandmortar Insuperstructureincludingsupplyofallmaterialslabour T&Petcrequiredforpropercompletionofforconstruction Of Apron 0.6 M Wide Work. 534 Supply And Fixing Of Flush Door Including Supply Of All Materials, Paints, Labour T&P Etc. Required For Proper Completion Of The Work. 535 Repair For Electric Fitting 536 Repair For Sanitation Work 537 Zone-4 538 Provideallmaterials, Labour, T&Petc. To Construct The Complete Pumphousesize ( 3.60X3.00X3.00M ) Cum Chlornatingroom ( 2.80 X1.50X3.00M ) As Per Departmental Type Design & Drawing ( 2 Nos. ) . 539 Excavation Ofearth Infoundationinordinary Soil ( Loam, Clay Orsand ) Includingliftupto1.50Mandleapupto50.00 M Refilling Of Excavated Earth In Tospace Betweenbuilding And Sidesoffoundationtrench, Watering, Rammingand Disposal Of Surplus Earth Up To 50 M From The Center Of The Trench. 540 Concretewith40mmgaugefirstclassbrickballast, Local Sandandcementinproportionof1:6:12Infoundation And Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 541 Firstclassbrickworkin1:6Cementandcoarsesand Mortar Infoundationandplinthincludingsupplyofall Materials, Labour T&P Etc Required For Proper Completion Of Work. 542 25 Mm Thick Damp Proof Coarse With Cement , Stone Grit 12Mmandapprovedcoarsesand1:1.5:3Withand Including Water-Proofing Materials Asordered By The Engineer- Inchargeintheproportionasspecifiedbythe Manufactures, Alsoincludedbitumepainting ( 85 / 50Or 85 / 25 ) , Supplyofall Materials, Labourt&Pandtoolsand Plantsetcrequiredfor Propercompletionoftheworkand Includingpropercuring And Shuttering As Necessary. 543 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&P Etc Required For Proper Completion Of Work. 544 R.C.C.Workwithcementapprovedcoarsesandand20 Mm Gauge Approved Stone Ballast In The Proportion 1:2:4 In Lintelsofdoors, Windows&Sunshade Excluding Reinforcementanditsbendingbutincludingits Fixingand Bindingthesame24bwgwireinpositionwith Supplyall Materialslabourt&Petcrequiredforproper Completionof Work. 545 As In Item No. 6.43 Above But For Slab 546 Supplyandfixingof1mmthicksheetiron Panelled Door / Window / Ventilatorsshuttersincluding Frame, Supply &Fixingand Adjustmentofcleats, Stops, Hinges, Locks, Bolts, Handlers, Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 547 1. Door With Frame ( 4 Nos. ) 548 2. Window With Frame ( 8 Nos. ) & Ventilator ( 4 Nos. ) 549 Supplyofoxidizedironfittingsofapprovedmakefor Doors And Window. 550 Mild Steel Or Plain Work Such As Reinforced Concrete Or Reinforcedbrickworkwroughttorequiredshape As Necessaryincludingbuildingforpropercompletionof Work Andincludingsupplyofsteelitswastagebendhooks And Authorized Over Lapping Shall Be Measuredfloor Towlevel. 551 25Mmthick ( 1:2:4 ) Plain Cementconcrete Floorwith Cement Coursesandand20mmgaugeapprovedstone Grit, Laidin Panels, Finishedwith3mmfloatingcoatof Neatcementor Cementandmarbledustinratioof1:5As Specifiedoverand Including75mmthickbaseconcrete Consistingofcement, Localsandand40mmgaugefirst Classbrickballastinthe Proportionof1:4:8Andremoving Anyoverlappingofmortar Atthejointsofpanelsifany Andgiventhemuniformfinish Includingsupplyofall Materials, Labourt&Petcrequired For Proper Completion Of Work. 552 40Mmthickcement Concreteflooring 1:2:4Laid Inone Layer Finishedwithafloatingcoatofneatcementwithoutbase Concrete. 553 Same As Item No 7.34 Above But 40 Mm Thick Over Base Concreteconsistingofcement, Localsandand40mm Gauge First Class Brick Ballast In The Proportion Of1:4:8. For Construction Of Apron 0.6 M Wide. 554 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&Petcrequiredforpropercompletionoffor Construction Of Apron 0.6 M Wide Work. 555 Supplyandfixingofr.C.C.Coverofsize0.80X0.80Meter Over Pump House Slab Opening Including Supply Of All Material Labour T&P Etc Complete. 556 12Mmthickplasterwithcementandcoarsesandmortar In Proportionof1:4Overbrickwork, Minimumthickness Notbe Lessthan10mmincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 557 Same As Above But For Rough Face. 558 11.5Cmstringordrip-Coarsein1:6Cementandlocalsand Mortor. 559 Paintingorvarnishingnewironworkinsmallareasor New Woodworkwithoneprimingcoatandtwocoatsof Approved Paintsorvarnishincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 560 Whitecementinthreecoatsincludingsupplyof All Materialslabour, T&Petcrequiredforproper Completionof Work. 561 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 562 Distempering ( Twocoat ) Withoilbounddistemper Of Approved Brandand Manufacture ( Suchasberger, Apex Ultima ) & Ofrequired Shadeon Undercoated Wall Surface To Give An Even Shade Over & Includingaprimingcoat Withcementprimerofapproved Brand&Manufacturesuchasberger, J&N, Shalimar, Asian Paints After Thoroughly Brushing The Surface Free From Mortar Droppings&Otherforeignmatters&Alsoincluding Preparingthesurfaceevenwithplasterofparisor Approved Syntheticmaterial&Sandpaperedsmooth Includingcostof All Materials. 563 Supplyandfixingofrolledsteeljoistincludingcostofall Materials Labour, T&P Etc Complete. 564 Provideandfixingofr.C.C.Precastventilatorsjaliover Openingincludingsupplyofallmaterialslabour, T&Petc Complete. 565 Supplyandfixingof100mmdiacipiperainwaterdown Pipe With Clamp Etc. 566 Anti Termite Treatment 567 Site Clearance And Other Unforeseen Items. 568 Addextrafor0.5Mheightofplinthofpump House Due To Low Ground Level ( 78000X 0.5=39000 ) 569 Bye Pass Chamber 570 Rising Main And Bye Pass Arrangement 571 Supplyofthefollowingpipesincludingrailwayfreight, Insurance Charges F.O.R. Etc. Complete. 572 150Mm Dia D.I.Class K-9 573 From Tube Wellsto Ohtincludingbye Pass 574 Supply Of D.I.Specials For Theabove Pipe Lines 575 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labourandt&P, Testing Etc. Complete. 576 From Tube Wellsto Ohtincludingbye Pass 577 Earthworkinordinarysoilwithliftupto1.50Mand Leadupto 50M, Filling, Wateringandrammingof Excavatedearthintothetrenchesanddisposalofsurplus Earthupto 50 M. 578 Supplyandcartinguptositeof Workof Followingsizesof C.I.D / Fsluicevalvesasperi.S.780-1960Testedto10 Kg / Sqmfixinginpipelinetrenches, Jointingandtesting Complete. 579 150Mm Dia D.I.Class K-9 580 Supplyofallmaterials, Labour, T&Pandconstructionof Followingchambersaspertypedesignincludingsupply Andmaterials, Labour Andt&P, Testing Etc. Complete. 581 Masonry Type 582 Privision Of Thrust Block 583 150Mm Dia D.I.Class K-9 584 Dismantlingandreinstatementoffollowingtypeofroad Surfacesforlyingofpipelineincludingsortingoutof Serviceablematerialsanddisposalofunserviceable Materials. 585 Bituminous Road 586 C.C. Road 587 Interlocking Road 588 Crossingofroadforlayingpipelineincludingsupply Andmaterials Labour, T&P Etc. Complete. 589 Construction Of Oht 500 Kl With 22 M Staging 590 Supply Of All The Materials, Labour T&P For Construction Of 500 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 And Making Made-Up G.L. 40 Cm Above From Adjoining Road At The Available Site. Allcomponents Of Oht Willbe Casted In M-30 Concrete Withcement, Coarsesand And Approvedstonegritasperi.S.11682Andi.S.456Oritslatestrevision.Minimumdepthof Foundationbeloworiginalgroundlevelwillbe2.0M.Seismiceffectsandwindloadshouldbe 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. 1M Wide Rcc Dog Legged Stair Case From Ground Level To Balcony With Two Separate Columns With Proper Covered M.S. Gate And Wiremesh From 1St Landing To 2Nd Landing Of Stair Case . 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 The 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 Circularshapeof1.2Mdiaalongwithanr.C.C.Coverofminimum1.50Mdiaand7.5Cm Thickness, Pillar Of Ventilator Should Be Minimum 50 Cm Dia. The Space Between Top Dome And R.C.C.Covershouldbecoveredwithmosquitonetofstandardqualityalongwithexpended Mantled Jail, Providing 20 Mm Medium Class G.I. Pipes ( In 3 Rows ) Railing At Top Dome Along With Post Also, Supply & Installation Of Digital Water Level Indicator Including All Accessories.Lightening Conductor As Per I.S.S. 2309 Of Its Latest Amendments 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 Minimum3 Mm Thickness Hinged With Lockning Arrangement. The Manhol Should Be Fixed At Top Dome Atproper Place. 591 Supply And Fixing, Jointing Of Following Size Of D.I. D / F Pipes With D.I. D / F Specials Conforming To Is 8329 / 2000Asverticalpipesforinlet, Outlet, Overflowandwashoutasperlatest / Relevanti.S. Specifications With All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Work And Excavation In All Types Of Soil For Inletpipe 150 Mm ( 2 Nos ) , Outlet Pipe 250 Mm, Overflow Pipe 150 Mm &Washout Pipe 100 Mm, Supply And Fixing Of Following Sizes C.I. D / F Sluice Valves Withactuator Operatedasperi.S.S.700 / 1969Oritslatestspecification, Pressure 10Kg / Sqcm Including Carting From Thestoretothesiteofwork, Loweringthem Intotrenches, Fixinginposition&Testingetc. Complete. For Inletpipe 150 Mm - 2 Nos., For Outlet Pipe 250 Mm- 1 No., For Washout Pipe 100 Mm - 1 No.. Construction Of Bed Blocks In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stonegritundereachduckfootbendtosupporttheverticalpipes.Thesebedblocksshould Support On The Raft And Not On The Soil. Construction Of Masonary Type Sluice Valve Chamber For Abovesluicevalvesasperdepartmentaltypedesignanddrawingincludingsupplyand 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&Drainandallothernecessaryworkasperdepartmentaltypedrawinganddesign.All Exteriorsurfaceofohttobegiventhreecoatsofapprovedexteriorweather Resistantpaintsuchas Berger / Narolac / Asian / Apex Ultima To Give A Smooth And Even Shade Including Painting Of The Pipesystemaboveapronlevelalongwiththeclampsinthreecoatswithapprovedsynthetic 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 Collage / Institute. 592 Distribution System 593 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 594 Supplyofthefollowingsizesofpipesconfirmingto I.S.4984:1995, I.S.-8329 / 2000Latest Relevantofi.S.S. With Couplers Etc Complete In All Respect F.O.R. Destination Including All Taxes And Insurance. 595 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 596 90 Mm Dia 597 110 Mm Dia 598 140 Mm Dia 599 160 Mm Dia 600 200 Mm Dia 601 Di Pipe K-7 602 250 Mm Dia 603 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 604 150 Mm Dia 605 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 606 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 - 5% Of Item No. 6.95 To 6.99 607 Di Pipe K-7 - 10% Of Item No. 7.01 608 Di Pipe K-7 - 10% Of Item No. 7.03 609 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Including Jointing, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 610 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 611 90 Mm Dia 612 110 Mm Dia 613 140 Mm Dia 614 160 Mm Dia 615 200 Mm Dia 616 Di Pipe K-7 617 250 Mm Dia 618 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 619 150 Mm Dia 620 Supplyoffollowingtypesoffittingsincluding Railwaysfreight, Cartageuptostore, Alltaxesand Duties Complete. 621 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 622 C.I.Doubleflangedsluicevalves 623 80 Mm 624 150 Mm 625 200 Mm 626 250 Mm 627 Scourvalves 628 80 Mm Dia 629 Airvalves 630 25 Mm 631 Fire Hydrants 632 80 Mm 633 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 634 Surface Box Type 635 Masonry Type 636 Air Valves 637 Fire Hydrants 638 Thrust Block 639 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 640 B.O.E. Road 60% Old Bricks 641 Bituminous Road 642 Cc Road 643 Inter Locking Road 644 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 645 B.O.E. Road 60% Old Bricks 646 Bituminous Road 647 Cc Road 648 Inter Locking Road 649 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 650 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 651 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 652 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 653 3.5 M Wide Road 654 7.0 M Wide Road 655 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 656 200 Mm 657 250 Mm 658 Provisionofhouseconnectionincludingsupplyofall Materials, Labours, T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 659 In B.O.E. Roads 660 For 90 Mm To 110 Mm Dia 661 In Bituminous Roads 662 For 90 Mm To 110 Mm Dia 663 For 140 Mm To 160 Mm Dia 664 For 200 Mm To 250 Mm Dia 665 In C.C. Roads 666 For 90 Mm To 110 Mm Dia 667 For 140 Mm To 160 Mm Dia 668 In C.C. Interlocking Tiles Roads 669 For 90 Mm To 110 Mm Dia 670 For 200 Mm To 250 Mm Dia 671 In Earthen Roads 672 For 90 Mm To 110 Mm Dia 673 Construction Of Half Set ( Single Room ) Staff Quarter 674 Excavationinfoundationinordinarysoil ( Loam, Clay, And / Or Sand ) Including Lift Up To 1.5Mand Leap Up To 50M Refilling, Watering, Andrammingofexcavatedearth Into Thetrenchesorintothespacebetweenthebuilding And Sidesoffoundationtrenches, Orintotheplinth And Disposalofsurplusearthuptoadistanceof50m Fromthe Center Of The Foundation Trenches. 675 Concretewith40mmgaugebrickballast, Localsand And Cement In Proportion Of 1:6:12 In Foundation Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 676 First Class Brick Work In 1:6 Cement And Local Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labourt&Petcrequiredforproper Completion Of Work. 677 25Mmthickdampproofcoarsewithcement, Stonegrit 12Mmandapprovedcoarsesand1:1.5:3With And Includingwater-Proofingmaterialsasorderedby The Engineer-Inchargeinthe Proportionasspecifiedby The Manufactures, Also Included Bitume Painting ( 85 / 50 Or 85 / 25 ) , Supplyofallmaterials, Labourt&Pand Toolsand Plantsetcrequiredforpropercompletionof Theworkand Including Proper Curing And Shuttering As Necessary. 678 Sandfillinginthefoundationincludingsupplyoflabour Material , T&P Etc . 679 Istclassbrickworkin1:4Cementandlocalsand Mortar Insuperstructureincludingsupplyofallmaterial, Labour, T&P Etc Required For Proper Completion Of The Work. ( Thickness Of Wall To One Brick Thick ) . 680 12 Mm Thick Plaster With Cement And Sand Mortar Inproportionof1:6Overbrickwork, Minimumthickness Not Be Less Than 10Mm , Including Supply Of All Materials, Labour , T&P Etc For Proper Completion Of Work. 681 20Mmthickcementplaster, Indadoorskirtingwith Cement And Coarse Sand Mortar 1:2 Laid In Panels And Finished With 3Mmfloating Coat Of Neat Cement Or 1:5 Cementandmarbledust, Includingsupplyofall Materials, Labour , T&P Etc For Proper Completion Of Work. 682 Sameasitemno7.79Butinproportion1:4Withcement And Local Sand Mortar, Over Ceiling. 683 Struck Pointing In Cement Mortar 1:2 With Colouring Material To Match With The Brickwork Colour Including Supply Of All Materials , Labour, T&P Etc Required For Proper Completion Of Work. 684 R.C.C.Workwithcementapprovedcoarsesandand20 Mm Gaugeapproved Stoneballast In The Proportion 1:1.5:3Inlintelsofdoors, Windows&Sunshadeexcluding Reinforcementanditsbendingbutincludingits Fixingand Bindingthesame24bwgwireinposition Withsupply Allmaterialslabourt&P Etcrequired Forproper Completion Of Work. 685 Mildsteelorironworkinplainworksuchasrccor Rbwork ( When Not Included In Overall Rates ) Brought To Requiredshapeasnecessary, Including Bendingand Supply Of Steel And Wastage For Completion Ofwork 686 Supplyandfixingofmsangleironchaukhatsof 40X40x6mmsizeincludingsimoemouldingstraightwork Asinchaukhatsandalsosupplyofallmaterials, Labour, T&P Etc Required For Proper Completion Of Work. 687 Supplyandfixholdfastindoorsandwindows Chaukhats 25Cmx50mmx6mm Flat Iron Including Their Cutting, Moulding, Welding To Requirwed Shape Also Including Othermaterialssuchasnailsandscrews Etcrequiredin All Aspect To Complete The Work. 688 Mild Steel Grill In Windows Wrought To Required Form, Including Supply Of Labour, Steel , T&P Etc For Proper Completion Of Work. 689 25 Mm Thick ( 1:2:4 ) Plain Cement Concrete Floor With Cementcoursesandand20mmgaugestone Ballast, Laid In Panels, Finished With 3 Mm Floating Coat Of Neat Cementorcementandmarbledust In Ratio1:5As Specified, Andremovingany Overlappingormortaratthe Jointsofpanelsifanyand Givingthemuniformfinish, Includingsupplyofall Materials, Labour, T&Petc. Requiredforproper Completionofthework.Including75 Mmthickbase Concreteconsistingofcement, Localsand Andfirstclass Brickballast40mmgaugeinproportionof 1:4:8 Including Supply Of All Materials, Labour T&P Etc Required For Proper Completion Of Work. 690 Sameasitemno7.88Abovebut40mmthickoverbase Concrete Consisting Of Cement, Local Sand And 40 Mm Gaugefirstclassbrickballastintheproportionof 1:4:8. For Construction Of Apron 0.6 M Wide. 691 First Class Brick Work In 1:4 Cement And Local Sand Mortarinsuperstructureincludingsupplyofall Materials Labour T&P Etc Required For Proper Completion Of For Construction Of Apron 0.6 M Wide Work. 692 Supply Of 40 Mm Thick Sheesham Wood Door / Window Shutters With 9 Mm Thick Plywood Or Pressed Wood Pannels And Fixing Cleats, Stops, Hinges, Locks, Bolts, Handlers, Springandotherfittings. ( Excludingsuplyof Fittings ) . 693 Supply And Fixing Of Oxidized Iron Fittings Of Approved Make For Doors And Windows. 694 Paintingorvarnishingnewironworkornewwood Work In Small / Largeareas With Onecoatprimingand Two Coat Of Approvedpaintorvamishinclduingsupply Ofall Materials, Labourt&Petc.Completerequiredfor Proper Completion Of The Work. 695 White Washing In Three Coat Including Supply Of All Materials, Labour, T&Petc.Completerequiredforproper Completion Of The Work 696 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 697 Finishingwallswithoilbaseddistemperpaintof Approvedmakeandqualityoveroneprimingonnew Work Withtwocoatstogivenanevenshadeincluding Supplyof Allmaterials, Labourt&Petcrequiredforproper Completion Of Work. 698 Provideallmaterial, Labour, T&Petc.Andconstruct100 Mmdiasemicircularc.C.Covereddraininclduing Rendering The Surface Smooth With Neat Cement. 699 Supply Of All Materials, Labour, T&P Etc And Construct Inspection Chamber As Per Type Design And Drwaing. 700 Supplying, Carting, Laying, Jointing, Fixingandtestingof ( 1 / 2 -1 Inch ) Cpvc Screwed Pipe With Specials And Fittingsinclduingcuttingholesinmasonryandmaking Good The Walls, Fixing Clamps Wherever Necessary Etc. Complete Including Cost Of White Lead, Hemps, Oil, Etc. 701 Supplyofallmaterial, Labour, T&Petcfixingofwater Tap Required For Proper Completion Of The Work. 702 Supplyofallmaterial, Labour, T&Petcfixingoffloat Valverequired For Proper Completion Of The Work. 703 Supplyandfixingof110mmdiapvcpipefromutrap Toseptic Tank Including Supply Of All Special Materials Required For Proper Completion Of The Work. 704 Provisionforinternalelectrification Includingsupplyof All Materials, Labour, T&P Etc. Complete. 705 Supplyandfix110mmdiaacdownpipewithrose Heads, Bends, Gratingswithnecessarymsclamps25mmx 3Mm Fixed With Walls Including Supply Of150mm Long , 6Mm Dia Nails Including Supply Of All Materials , Labour Etc For Proper Completion Of Work. 706 20Mmthickcementplaster, Indadoorskirtingwith Cement And Coarse Sand Mortar 1:2 Laid In Panels And Finished With 3Mmfloating Coat Of Neat Cement Or 1:5 Cementandmarbledust, Includingsupplyofall Materials, Labour , T&P Etc For Proper Completion Of Work. 707 Constructionofseptictankandsoakpitincludingsupply Of Materials Labour Etc Complete. 708 Supplyandfixofposition500litrecapacity Pvc ( Sintex Or Other Approved Make ) Storage Tank. 709 Supply And Fix Indian Type Latrine Seat With U-Trap Includingsupplyofallmaterials, Labour, T&Petc. Required For Proper Completion Of The Work. 710 Provision For Electrification Inside And Outside Of The Quarter. 711 Site Clearance And Other Unforeseen Items. 712 Add Extra For 0.5M Height Of Plinth Than The Departmentaltypedesignduetolowgroundlevel ( 125000 X 0.5=62500 ) 713 Construction Of Boundary Wall, Gate, Site Development And Approach Raod 714 Provideallmaterials;Labour T&P Etc. For The Boundary Wall As Per Direction Of Engineer-In-Charge. 715 Add For Extra 0.5M Plinth Raisingofboundrywalldue To Low Lying Water Campus ( 2040 X 0.5 = 1020 ) 716 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Constructpillarsaspertype Designandfixingofgate3.6 M Wide Gate. 717 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Construct Tilesapproach Road. 718 Constructionofdrainasper Typedesigninallmaterials, Labourt&Petc.Requiredfor Propercompletionofwork Insidecampousforproper Drainage. Size ( 300 Mm X 300 Mm ) . 719 Provision Of Lighting In Campousas Perdirection Of Engineer-In-Chargeincluding Allmaterials, Labourt&Petc Complete. 720 Provision Of Land Escapping Andarboricultureincampous Asperdirectionofengineer-In-Chargeincludingall Materials, Labourt&Petc Complete. 721 Provideallmaterials, Labour T&Petc.Requiredforproper Completionofworkincluding Leveling, Dressingexcavation And Filling Of Earth Where Necessary For Develop Of Water Works Site Including Carriage Of Earth. 722 Construction Of Ground Water Recharge Mechanism For Zone-1, 2, 3 & 4 723 Constructionofdrainforcollectionof Waterthrowout The Campus Rate As Per Unit Estimate. 724 Constructionofseptingtankaspertypedesigen ( As Per Unit Estimate ) . 725 Construction Of 110Mm Bore Hole For 30M Depth And Lowringpvcplain18mand110mmpvcslatted- 12M. Total 30M ( As Per Unit Estimate ) 726 Construction Of Semi Circular Drain / Drainage Works 727 Levelinganddressingofwaterworkcompoundfor Proper Slope For Harvesting And Rainwater Filling Of Additional Earth Etc. All Complete 728 Construction Of New Master Control Station With Lab And Training Center Including All Electrification, Water And Sanitary Installation. 729 Provision For Permission From Other Department For All Zones. 730 Roaddiversionoftraffic, Nightsignals, Fixingcaution Boards Etc. For The Laying Of Pipe Line For All Zones. 731 E / M Work 732 Zone-1 733 Construction Of Tubewell 734 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 735 Drilling Of 600 / 500 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 736 600 Mm Dia Drilling From 0 To 60 M Bgl 737 500 Mm Dia Drilling From 61 To 100 M Bgl 738 500 Mm Dia Drilling From 101 To 180 M Bgl 739 Logging Of Bore Hole By Departmental / Approved Electric Logger. 740 Tubewell Assembly 741 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. ) 742 300 Mm Dia 743 200Mm Dia 744 Lowering Of Assembly 745 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. ) 746 300 Mm Dia Size Assembly From 0 To 54 M Bgl 747 200 Mm Dia Size Assembly From 55 To 100 M Bgl 748 200 Mm Dia Size Assembly From 101 To165 M Bgl 749 Pea-Gravel 750 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 751 Development Of Tubewell 752 By Air Compressor 753 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 754 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 755 By O.P. Unit 756 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 757 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 758 Chemical And Bacteriologicaltest 759 Pumping Plant And Other Instrumentation Work 760 Supply, Installation, Testing & Commissioing Of 1400 Lpm Discharge, 50M / 51 M Head - 30 H.P. Submersible Pumping Plant Which Can Be Operated At 415+10% Volts, 50 Hz Ac Supply Includingpanel, Cable Etc. Of Suitable Capacity Complete In All Respect. Note- Starter Pannel Cost Deducted In This Items. 761 Sitc Of Main Piping & Valves ( 150 Mm Size ) 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. 762 Sitc Of Of 40 Kva Servo Voltage Stabilizer Or As Per Requirement ( Input Voltage 230V±450V ) To Output Voltage 415±1% As Per Is 9815-1994. 763 Electro Magnetic Flow Meter 150Mm. 764 Ce / Ul Certified Intelligent Smart Energy Meter 765 Motor Operated Actuator For Without Sluice Valve Of Size Upto 150 Mm 766 Soft Stater With Rs485port- 400 V Class, 767 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 768 Ce / Ul Certified Pressure Transmiter . 769 Scadaautomation Of Tubewell 770 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 Also Enabled With Ups For Power Backup Upto 2 Hrs & Automatioc On / Off Switching Arrangement. 771 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. 772 Ce / Ul Certified Surge Protector For Control Panel 773 Complete Cabling For All Equipments At Pump House 774 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 775 Installation, Commissioing & Testing For One Tubewell 776 Trial Run For 3 Month Period For One Tubewell 777 Scadaautomation For Oht 778 Ce / Ul Certified Radar Type Level Transmitter For Oht 779 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 400 Mm Size 780 Ce / Ul Certified Electromagnetic Flow Meter Of Sie 400Mm. 781 Three Month Trial & Run For 03 Month 782 Master Control Station ( Mcs ) Complete And Allscada Displayce / Ul & Bis Certified Industrial Gradeled Monitor With Latest Configuration As Per Specification. ( I ) 65Led Monitor With Latest Configuration Ce / Ul / &Bis Certified Industrial Grade Large Video Screen ( Lvs ) With Latest Configuration Of Led Type Lfd Ad Per Specificatio, Matrix Of 55 Each Panel. ( I ) 2X2 Matrix ( 4 Panel ) Video Wall Media Player Of Same Oem.Desktop / Pc With I5 / I7 Prosessor For As Per Spec Mentioned In Technical Bid Document.Ce / Ul Cerfified 5 Kva Ups With Batteries As Per Spec Mentioned In Technical Bid Document.Full Development Version Of Reqrired Tags Scada Software With Counstomization Of Software For Mcs As Per Requirement As Per Spec Mentioned In Technical Bid Documents.Ce / Ul Certified Master Control Room Plc With Redundant Cpu & Power Supply At Mcs In Ip54 Enclouser As Spec Mentioned In Technical Bid Documents.Ec / Ul Certified Field Gateway Agent For Transfering Data From Mcs To Central Control Room.Gsm Based Wireless / Broadband / Equipment Communication System For Plc Capable To Tranfer & Received Data & Gather Data From Remote Sited To Control Station, All Accessoried Included Signal Enhancer Antenna Along With Running Expences Till Dlp.Ce / Ul Certified Firewall For Network Protection.Surge Protector For Ethernet Communication Protection.Ce / Ul Certified Industrial Grade Ethernedt Switchmobile App Facility System Architecture ( Industries Internet Baded & Viewed Through Mobile Apps For Increased Local & Remote Visibility ) .Canon / Hp Or Eqrivalent Laser Printe 1018 Or Equivement.Security Surveillance Ip Camera With Recorded ( Optional ) .Installation, Commissioning & Testing Inclidung Required Funiture, A / C Etc.Trial Run For 3 Month Period. 783 Zone-2 784 Construction Of Tubewell 785 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 786 Drilling Of 600 / 500 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 787 600 Mm Dia Drilling From 0 To 60 M Bgl 788 500 Mm Dia Drilling From 61 To 100 M Bgl 789 500 Mm Dia Drilling From 101 To 165 M Bgl 790 Logging Of Bore Hole By Departmental / Approved Electric Logger. 791 Tubewell Assembly 792 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. ) 793 300 Mm Dia 794 150Mm Dia 795 Lowering Of Assembly 796 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. ) 797 300 Mm Dia Size Assembly From 0 To 54 M Bgl 798 150 Mm Dia Size Assembly From 55 To 100 M Bgl 799 150 Mm Dia Size Assembly From 101 To150 M Bgl 800 Pea-Gravel 801 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 802 Development Of Tubewell 803 By Air Compressor 804 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 805 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 806 By O.P. Unit 807 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 808 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 809 Chemical And Bacteriologicaltest. 810 Pumping Plant And Other Instrumentation Work 811 Supply, Installation, Testing & Commissioing Of 700 Lpm Discharge, 44M / 45 M Head - 12.5 H.P. Submersible Pumping Plant Which Can Be Operated At 415+10% Volts, 50 Hz Ac Supply Includingpanel, Cable Etc. Of Suitable Capacity Complete In All Respect. 812 Sitc Of Main Piping & Valves ( 100 Mm Size ) 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. 813 Sitc Of Of 25 Kva Servo Voltage Stabilizer Or As Per Requirement ( Input Voltage 230V±450V ) To Output Voltage 415±1% As Per Is 9815-1994. 814 Ce / Ul Certified Intelligent Smart Energy Meter 815 Motor Operated Actuator For Without Sluice Valve Of Size Upto 150 Mm 816 Soft Stater With Rs485port- 400 V Class, 15 Kw Rating 817 Soft Stater With Rs485port- 400 V Class, 22 Kw Rating 818 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 819 Ce / Ul Certified Pressure Transmiter . 820 Electomagnatic Flow Meter Of Upto 150Mm Size. 821 Scadaautomation Of Pumping Plant 822 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 Also Enabled With Ups For Power Backup Upto 2 Hrs & Automatioc On / Off Switching Arrangement. 823 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. 824 Ce / Ul Certified Surge Protector For Control Panel 825 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 826 Installation, Commissioing & Testing For One Tubewell 827 Trial Run For 3 Month Period For One Tubewell 828 Complete Cabling For Al Equipments At Pumphouse 829 Scadaautomation For Oht 830 Ce / Ul Certified Radar Type Level Transmitter For Oht 831 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 250 Mm Size 832 Ce / Ul Certified Electromagnetic Flow Meter Of Suitable Size 833 Three Month Trial & Run For 03 Month 834 Zone-3 835 Construction Ofrebore Tubewell 836 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 837 Drilling Of 600 / 500 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 838 600 Mm Dia Drilling From 0 To 60 M Bgl 839 500 Mm Dia Drilling From 61To 100 M Bgl 840 500 Mm Dia Drilling From 101 To 165 M Bgl 841 Logging Of Bore Hole By Departmental / Approved Electric Logger. 842 Tubewell Assembly 843 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. ) 844 300 Mm Dia 845 150Mm Dia 846 Lowering Of Assembly 847 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. ) 848 300 Mm Dia Size Assembly From 0 To 54 M Bgl 849 150 Mm Dia Size Assembly From 55 To 100 M Bgl 850 150 Mm Dia Size Assembly From 101 To150 M Bgl 851 Pea-Gravel 852 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 853 Development Of Tubewell 854 By Air Compressor 855 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 856 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 857 By O.P. Unit 858 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 859 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 860 Chemical And Bacteriologicaltest. 861 Pumping Plant And Other Instrumentation Work 862 Supply, Installation, Testing & Commissioing Of 800 Lpm Discharge, 46M / 47 M Head - 15H.P. Submersible Pumping Plant Which Can Be Operated At 415+10% Volts, 50 Hz Ac Supply Includingpanel, Cable Etc. Of Suitable Capacity Complete In All Respect. 863 Sitc Of Main Piping & Valves ( 100 Mm Size ) 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. 864 Sitc Of Of 25 Kva Servo Voltage Stabilizer Or As Per Requirement ( Input Voltage 230V±450V ) To Output Voltage 415±1% As Per Is 9815-1994. 865 Ce / Ul Certified Intelligent Smart Energy Meter 866 Motor Operated Actuator For Without Sluice Valve Of Size Upto 100 Mm 867 Soft Stater With Rs485port- 400 V Class, 868 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 869 Ce / Ul Certified Pressure Transmiter . 870 Electro Magnatic Flow Meter Of Size 100Mm 871 Cable Laying Work For Rebore Tubewell 872 Cable Laying From Old Pump House To Tubewell Of 25 Sq. Mm Aluminium Armoured Cable 873 Supply Of Above 2R X 3.5 Core X 25 Sq. Mm Aluminium Armoured Cable 874 Scadaautomation Of Pumping Plant 875 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 Also Enabled With Ups For Power Backup Upto 2 Hrs & Automatioc On / Off Switching Arrangement 876 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. 877 Ce / Ul Certified Surge Protector For Control Panel 878 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 879 Installation, Commissioing & Testing For One Tubewell 880 Trial Run For 3 Month Period For One Tubewell 881 Complete Cabling For All Equipments At Pumphouse. 882 Scadaautomation For Oht 883 Ce / Ul Certified Radar Type Level Transmitter For Oht 884 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 250 Mm Size 885 Ce / Ul Certified Electromagnetic Flow Meter Of 250Mm 886 Three Month Trial & Run For 03 Month 887 Zone-4 888 Construction Of Tubewell 889 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 890 Drilling Of 500 / 450 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 891 600 Mm Dia Drilling From 0 To 60 M Bgl 892 500 Mm Dia Drilling From 61 To 100 M Bgl 893 500 Mm Dia Drilling From 101 To 165 M Bgl 894 Logging Of Bore Hole By Departmental / Approved Electric Logger. 895 Tubewell Assembly 896 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. ) 897 300 Mm Dia 898 150Mm Dia 899 Lowering Of Assembly 900 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. ) 901 300 Mm Dia Size Assembly From 0 To 54 M Bgl 902 150 Mm Dia Size Assembly From 54 To 100 M Bgl 903 150 Mm Dia Size Assembly From 101 To150 M Bgl 904 Pea-Gravel 905 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 906 Development Of Tubewell 907 By Air Compressor 908 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 909 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 910 By O.P. Unit 911 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 912 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 913 Chemical And Bacteriological Test. 914 Pumping Plant And Other Instrumentation Work 915 Supply, Installation, Testing & Commissioing Of 900 Lpm Discharge, 50 / 51 M Head - 17.50 H.P. Submersible Pumping Plant Which Can Be Operated At 415+10% Volts, 50 Hz Ac Supply Includingpanel, Cable Etc. Of Suitable Capacity Complete In All Respect. 916 Sitc Of Main Piping & Valves ( 100 Mm Size ) 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. 917 Sitc Of Of 25 Kva Servo Voltage Stabilizer Or As Per Requirement ( Input Voltage 230V±450V ) To Output Voltage 415±1% As Per Is 9815-1994. 918 Ce / Ul Certified Intelligent Smart Energy Meter 919 Motor Operated Actuator For Without Sluice Valve Of Size Upto 150 Mm 920 Soft Stater With Rs485port- 400 V Class, 921 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 922 Ce / Ul Certified Pressure Transmiter . 923 Electromagnatic Flow Meter 924 Scadaautomation Of Pumping Plant 925 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 Also Enabled With Ups For Power Backup Upto 2 Hrs & Automatioc On / Off Switching Arrangement. 926 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. 927 Ce / Ul Certified Surge Protector For Control Panel 928 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 929 Installation, Commissioing & Testing For One Tubewell 930 Trial Run For 3 Month Period For One Tubewell 931 Complete Cabling For All Equipments At Pumphouse. 932 Scadaautomation For Oht 933 Ce / Ul Certified Radar Type Level Transmitter For Oht 934 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 250 Mm Size 935 Ce / Ul Certified Electromagnetic Flow Meter Of 250Mm 936 Three Month Trial & Run For 03 Month

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	18-11-2023	DATE	Date	25-11-2023
2	25-11-2023	Date Ex	Date	02-12-2023

INR 23600 /-

INR 2750000.0 /-

INR 27.06 Crore /-