Tender For Pipiganj Nagar Panchayat Water Supply Reorganization Scheme (Part-2), District-Gorakhpur., pipiganj-Uttar Pradesh

Tender For Pipiganj Nagar Panchayat Water Supply Reorganization Scheme ( Part-2 ) , 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 Type Design & Drawing ( 2 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 ( 4 Nos. ) 12 2. Window With Frame ( 8 Nos. ) & Ventilator ( 4 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 Excavatedearthintothetrenchesanddisposalofsurplus 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&Pandconstructionof Followingchambersaspertypedesignincludingsupply 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 1100 Kl With 22 M Staging 55 Supply Of All The Materials, Labour T&P For Construction Of 1100 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 ( 2 Nos ) , Outlet Pipe 350 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 - 2 Nos., For Outlet Pipe 350 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 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 71 200 Mm Dia 72 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 73 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 -5% Of Item No. ( 1.60 To 1.64 ) 74 Di Pipe K-7 - 10% Of Item No. ( 1.66 To 1.68 ) 75 Di Pipe K-7 10% Of Item No. ( 1.70 ) 76 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Includingjointing From Electro-Fusion Machine, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 77 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 78 90 Mm Dia 79 110 Mm Dia 80 140 Mm Dia 81 160 Mm Dia 82 200 Mm Dia 83 Di Pipe K-7 84 250 Mm Dia 85 300 Mm Dia 86 350 Mm Dia 87 Addition ( Di K-7 ) Pipe For Connecting Overflow Tomain Supply 88 200 Mm Dia 89 Supplyoffollowingtypesoffittingsincluding Railwaysfreight, Cartageuptostore, Alltaxesand Duties Complete. 90 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 91 C.I.Doubleflangedsluicevalves 92 80 Mm 93 250 Mm 94 300 Mm 95 350 Mm 96 Scourvalves 97 80 Mm Dia 98 Airvalves 99 25 Mm 100 Fire Hydrants 101 80 Mm 102 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 103 Surface Box Type 104 Masonry Type 105 Air Valves 106 Fire Hydrants 107 Thrust Block 108 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 109 B.O.E. Road 60% Old Bricks 110 Bituminous Road 111 Cc Road 112 Inter Locking Road 113 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 114 B.O.E. Road 60% Old Bricks 115 Bituminous Road 116 Cc Road 117 Inter Locking Road 118 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 119 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 120 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 121 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 122 3.5 M Wide Road 123 7.0 M Wide Road 124 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 125 200 Mm 126 250 Mm 127 300 Mm 128 350 Mm 129 Provisionofhouseconnectionincludingsupplyofall Materials, Labours , T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 130 In B.O.E. Roads 131 For 90 Mm To 110 Mm Dia 132 In Bituminous Roads 133 For 90 Mm To 110 Mm Dia 134 For 140 Mm To 160 Mm Dia 135 For 200 Mm To 250 Mm Dia 136 For 300 Mm To 350 Mm Dia 137 In C.C. Roads 138 For 90 Mm To 110 Mm Dia 139 For 140 Mm To 160 Mm Dia 140 In C.C. Interlocking Tiles Roads 141 For 90 Mm To 110 Mm Dia 142 For 200 Mm To 250 Mm Dia 143 In Earthen Roads 144 For 90 Mm To 110 Mm Dia 145 For 300 Mm To 350 Mm Dia 146 Construction Of Half Set ( Single Room ) Staff Quarter 147 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. 148 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. 149 First Class Brick Work In 1:6 Cement And Local Sand Mortarinfoundationandplinthincludingsupplyofall Materials, Labourt&Petcrequiredforproper Completion Of Work. 150 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. 151 Sandfillinginthefoundationincludingsupplyoflabour Material , T&P Etc . 152 Istclassbrickworkin1:4Cementandlocalsand Mortar Insuperstructureincludingsupplyofallmaterial, Labour, T&P Etc Required For Proper Completion Of The Work. ( Thickness Of Wall To One Brick Thick ) . 153 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. 154 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. 155 Sameasitemno2.52Butinproportion1:4Withcement And Local Sand Mortar, Over Ceiling. 156 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. 157 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. 158 Mildsteelorironworkinplainworksuchasrccor Rbwork ( When Not Included In Overall Rates ) Brought To Requiredshapeasnecessary, Including Bendingand Supply Of Steel And Wastage For Completion Of Work 159 Supplyandfixingofmsangleironchaukhatsof 40X40x6mmsizeincludingsimoemouldingstraightwork Asinchaukhatsandalsosupplyofallmaterials, Labour, T&P Etc Required For Proper Completion Of Work. 160 Supplyandfixholdfastindoorsandwindows Chaukhats 25Cmx50mmx6mm Flat Iron Including Their Cutting, Moulding, Welding To Requirwed Shape Also Including Othermaterialssuchasnailsandscrews Etcrequiredin All Aspect To Complete The Work. 161 Mild Steel Grill In Windows Wrought To Required Form, Including Supply Of Labour, Steel , T&P Etc For Proper Completion Of Work. 162 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. 163 Sameasitemno2.61Abovebut40mmthickoverbase Concrete Consisting Of Cement, Local Sand And 40 Mm Gaugefirstclassbrickballastintheproportionof 1:4:8. For Construction Of Apron 0.6 M Wide. 164 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. 165 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 ) . 166 Supply And Fixing Of Oxidized Iron Fittings Of Approved Make For Doors And Windows. 167 Paintingorvarnishingnewironworkornewwood Work In Small / Largeareas With Onecoatprimingand Two Coat Of Approvedpaintorvamishinclduingsupply Ofall Materials, Labourt&Petc.Completerequiredfor Proper Completion Of The Work. 168 White Washing In Three Coat Including Supply Of All Materials, Labour, T&Petc.Completerequiredforproper Completion Of The Work 169 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 170 Finishingwallswithoilbaseddistemperpaintof Approvedmakeandqualityoveroneprimingonnew Work Withtwocoatstogivenanevenshadeincluding Supplyof Allmaterials, Labourt&Petcrequired Forproper Completion Of Work. 171 Provideallmaterial, Labour, T&Petc.Andconstruct100 Mmdiasemicircularc.C.Covereddraininclduing Rendering The Surface Smooth With Neat Cement. 172 Supply Of All Materials, Labour, T&P Etc And Construct Inspection Chamber As Per Type Design And Drwaing. 173 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. 174 Supplyofallmaterial, Labour, T&Petcfixingofwater Tap Required For Proper Completion Of The Work. 175 Supplyofallmaterial, Labour, T&Petcfixingoffloat Valverequired For Proper Completion Of The Work. 176 Supplyandfixingof110mmdiapvcpipefromutrap Toseptic Tank Including Supply Of All Special Materials Required For Proper Completion Of The Work. 177 Provisionforinternalelectrification Includingsupplyof All Materials, Labour, T&P Etc. Complete. 178 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. 179 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. 180 Constructionofseptictankandsoakpitincludingsupply Of Materials Labour Etc Complete. 181 Supplyandfixofposition500litrecapacity Pvc ( Sintex Or Other Approved Make ) Storage Tank. 182 Supply And Fix Indian Type Latrine Seat With U-Trap Includingsupplyofallmaterials, Labour, T&Petc. Required For Proper Completion Of The Work. 183 Provision For Electrification Inside And Outside Of The Quarter. 184 Site Clearance And Other Unforeseen Items. 185 Add Extra For 0.5M Height Of Plinth Than The Departmentaltypedesignduetolowgroundlevel ( 125000 X 0.5=62500 ) 186 Construction Of Boundary Wall, Gate, Site Development And Approach Raod 187 Provideallmaterials;Labour T&P Etc. For The Boundary Wall As Per Direction Of Engineer-In-Charge. 188 Add For Extra 0.5M Plinth Raisingofboundrywalldue To Low Lying Water Campus ( 2040 X 0.5 = 1020 ) 189 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Constructpillarsaspertype Designandfixingofgate3.6 M Wide Gate. 190 Provideallmaterials, Labour T&Petc.Requiredforproper Completion Of Work And Construct Tilesapproach Road. 191 Constructionofdrainasper Typedesigninallmaterials, Labourt&Petc.Requiredfor Propercompletionofwork Insidecampousforproper Drainage. Size ( 300 Mm X 300 Mm ) . 192 Provision Of Lighting In Campousas Perdirection Of Engineer-In-Chargeincluding Allmaterials, Labourt&Petc Complete. 193 Provision Of Land Escapping Andarboricultureincampous Asperdirectionofengineer-In-Chargeincludingall Materials, Labourt&Petc Complete. 194 Provideallmaterials, Labour T&Petc.Requiredforproper Completionofworkincluding Leveling, Dressingexcavation And Filling Of Earth Where Necessary For Develop Of Water Works Site Including Carriage Of Earth. 195 Zone-6 196 Provideallmaterials, Labour, T&Petc. To Construct The Complete Pumphousesize ( 3.60X3.00X3.00M ) Cum Chlornatingroom ( 2.80 X1.50X3.00M ) As Per Type Design & Drawing ( 2 Nos. ) . 197 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. 198 Concretewith40mmgaugefirstclassbrickballast, Local Sandandcementinproportionof1:6:12Infoundation And Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of Work. 199 Firstclassbrickworkin1:6Cementandcoarsesand Mortar Infoundationandplinthincludingsupplyofall Materials, Labour T&P Etc Required For Proper Completion Of Work. 200 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. 201 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&P Etc Required For Proper Completion Of Work. 202 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. 203 As In Item No. 3.01 Above But For Slab 204 Supplyandfixingof1mmthicksheetironpanelled Door / Window / Ventilatorsshuttersincluding Frame, Supply &Fixingand Adjustmentofcleats, Stops, Hinges, Locks, Bolts, Handlers, Spring And Other Fittings. ( Excluding Suply Of Fittings ) . 205 1. Door With Frame ( 4 Nos. ) 206 2. Window With Frame ( 8 Nos. ) & Ventilator ( 4 Nos. ) 207 Supplyofoxidizedironfittingsofapprovedmakefor Doors And Window. 208 Mild Steel Or Plain Work Such As Reinforced Concrete Or Reinforcedbrickworkwroughttorequiredshape As Necessaryincludingbuildingforpropercompletionof Work Andincludingsupplyofsteelitswastagebendhooks And Authorized Over Lapping Shall Be Measuredfloor Towlevel. 209 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. 210 40Mmthickcement Concreteflooring 1:2:4Laid Inone Layer Finishedwithafloatingcoatofneatcementwithoutbase Concrete. 211 Same As Item No 10 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. 212 Firstclassbrickworkin1:4Cementandcoarse Sand Mortar Insuperstructureincludingsupplyofallmaterials Labour T&Petcrequiredforpropercompletionoffor Construction Of Apron 0.6 M Wide Work. 213 Supplyandfixingofr.C.C.Coverofsize0.80X0.80Meter Over Pump House Slab Opening Including Supply Of All Material Labour T&P Etc Complete. 214 12Mmthickplasterwithcementandcoarsesandmortar In Proportionof1:4Overbrickwork, Minimumthickness Notbe Lessthan10mmincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 215 Same As Above But For Rough Face. 216 11.5Cmstringordrip-Coarsein1:6Cementandlocalsand Mortor. 217 Paintingorvarnishingnewironworkinsmallareasor New Woodworkwithoneprimingcoatandtwocoatsof Approved Paintsorvarnishincludingsupplyofallmaterials Labour, T&P Etc Required For Proper Completion Of Work. 218 Whitecementinthreecoatsincludingsupplyof All Materialslabour, T&Petcrequiredforproper Completionof Work. 219 Providingplasterofpariswallputtyof2mmthickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. 220 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. 221 Supplyandfixingofrolledsteeljoistincludingcostofall Materials Labour, T&P Etc Complete. 222 Provideandfixingofr.C.C.Precastventilatorsjaliover Openingincludingsupplyofallmaterialslabour, T&Petc Complete. 223 Supplyandfixingof100mmdiacipiperainwaterdown Pipe With Clamp Etc. 224 Anti Termite Treatment 225 Site Clearance And Other Unforeseen Items. 226 Addextrafor0.5Mheightofplinthofpump House Due To Low Ground Level ( 78000X 0.5=39000 ) 227 Bye Pass Chamber 228 Rising Main And Bye Pass Arrangement 229 Supplyofthefollowingpipesincludingrailwayfreight, Insurance Charges F.O.R. Etc. Complete. 230 150Mm Dia D.I.Class K-9 231 From Tube Wellsto Ohtincludingbye Pass 232 Supply Of D.I.Specials For Theabove Pipe Lines 233 Carting, Laying And Jointing Of The Following Sizes Of Pipes Into The Trenches Including Cost Of All Jointing Materials, Labourandt&P, Testing Etc. Complete. 234 From Tube Wellsto Ohtincludingbye Pass 235 Earthworkinordinarysoilwithliftupto1.50Mand Leadupto 50M, Filling, Wateringandrammingof Excavatedearthintothetrenchesanddisposalof Surplus Earthupto 50 M. 236 Supplyandcartinguptositeof Workof Followingsizesof C.I.D / Fsluicevalvesasperi.S.780-1960Testedto10 Kg / Sqmfixinginpipelinetrenches, Jointingandtesting Complete. 237 150Mm Dia D.I.Class K-9 238 Supplyofallmaterials, Labour, T&Pandconstructionof Followingchambersaspertypedesignincludingsupply Andmaterials, Labour Andt&P, Testing Etc. Complete. 239 Masonry Type 240 Privision Of Thrust Block 241 150Mm Dia D.I.Class K-9 242 Dismantlingandreinstatementoffollowingtypeofroad Surfacesforlyingofpipelineincludingsortingoutof Serviceablematerialsanddisposalofunserviceable Materials. 243 Bituminous Road 244 C.C. Road 245 Interlocking Road 246 Boe Road 247 Crossingofroadforlayingpipelineincludingsupply Andmaterials Labour, T&P Etc. Complete. 248 Construction Of Oht 650 Kl With 20 M Staging 249 Supply Of All The Materials, Labour T&P For Construction Of 650 Kl Capacity / 20M 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. 250 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 300 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 300 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. 251 Distribution System 252 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 253 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. 254 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 255 90 Mm Dia 256 110 Mm Dia 257 140 Mm Dia 258 160 Mm Dia 259 200 Mm Dia 260 Di Pipe K-7 261 250 Mm Dia 262 300 Mm Dia 263 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 264 150 Mm Dia 265 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 266 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 -5% Of Item No. ( 3.54 To 3.58 ) 267 Di Pipe K-7 -10% Of Item No. ( 3.60 To 3.61 ) 268 Di Pipe K-7 -10% Of Item No. ( 3.63 ) 269 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Includingjointing From Electro-Fusion Machine, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 270 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 271 90 Mm Dia 272 110 Mm Dia 273 140 Mm Dia 274 160 Mm Dia 275 200 Mm Dia 276 Di Pipe K-7 277 250 Mm Dia 278 300 Mm Dia 279 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 280 150 Mm Dia 281 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 282 C.I.Doubleflangedsluicevalves 283 80 Mm 284 125 Mm 285 150 Mm 286 200 Mm 287 250 Mm 288 300 Mm 289 Scourvalves 290 80 Mm Dia 291 Airvalves 292 25 Mm 293 Fire Hydrants 294 80 Mm 295 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 296 Surface Box Type 297 Masonry Type 298 Air Valves 299 Fire Hydrants 300 Thrust Block 301 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 302 B.O.E. Road 60% Old Bricks 303 Bituminous Road 304 Cc Road 305 Inter Locking Road 306 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 307 B.O.E. Road 60% Old Bricks 308 Bituminous Road 309 Cc Road 310 Inter Locking Road 311 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 312 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 313 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 314 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 315 3.5 M Wide Road 316 7.0 M Wide Road 317 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 318 200 Mm 319 250 Mm 320 300 Mm 321 350 Mm 322 Provisionofhouseconnectionincludingsupplyofall Materials, Labours , T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 323 In B.O.E. Roads 324 For 90 Mm To 110 Mm Dia 325 In Bituminous Roads 326 For 90 Mm To 110 Mm Dia 327 For 140 Mm To 160 Mm Dia 328 For 200 Mm To 250 Mm Dia 329 For 300 Mm To 350 Mm Dia 330 In C.C. Roads 331 For 90 Mm To 110 Mm Dia 332 For 140 Mm To 160 Mm Dia 333 In C.C. Interlocking Tiles Roads 334 For 90 Mm To 110 Mm Dia 335 For 200 Mm To 250 Mm Dia 336 In Earthen Roads 337 For 90 Mm To 110 Mm Dia 338 Provisionforshiftingofhouseconnectionincluding Supplyofallmaterials, Labours , T&P, Road Cutting & Reinstatementetc.Requiredfor Proper Completion Of Work. 339 In B.O.E. Roads 340 For 90 Mm To 110 Mm Dia 341 In Bituminous Roads 342 For 90 Mm To 110 Mm Dia 343 For 140 Mm To 160 Mm Dia 344 For 200 Mm To 250 Mm Dia 345 For 300 Mm To 350 Mm Dia 346 In C.C. Roads 347 For 90 Mm To 110 Mm Dia 348 For 140 Mm To 160 Mm Dia 349 In C.C. Interlocking Tiles Roads 350 For 90 Mm To 110 Mm Dia 351 For 200 Mm To 250 Mm Dia 352 In Earthen Roads 353 For 90 Mm To 110 Mm Dia 354 Interconnectionofproposednewpipelinewithold Pipeincludingsupplyofallmaterials, Labour, T&P Bailing Out Of Water Etc. Required To Complete The Work. 355 Zone-7 356 Repair Of Existing Pump House- 2 Nos. 357 Paintingorvarnishingnewironworkinsmallareasor Newwoodworkwithoneprimingcoatandtwocoatsof Approvedpaintsorvarnishincludingsupplyofall Materialslabour, T&Petcrequiredforpropercompletionof Work. 358 White Cement In Three Coats Including Supply Of All Materialslabour, T&Petcrequiredforpropercompletion Of Work 359 Providingplasterofpariswallputtyof2mmthickness Overplasteredsurfacetopreparethesurfaceevenand Smooth Complete. 360 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. 361 Supplyandfixing3mmthick Plainglassinwindows Including Supply Of Nails, Putty Etc. Required For Proper Completion Of The Work. 362 Supply And Fixing Of 100 Mm Dia Ci Pipe Rainwater Down Pipe With Clamp Etc. 363 Site Clearence And Other Unforseen Items. 364 Reparing Of One No. Existing Over Head Tank ( 500Kl / 18M ) 365 Scraping Old Color Washing And Prepairing The Surfacebyremovingloosmaterialetc. Including All Labour And T &P Etc. Complete. 366 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. 367 Repairsofo.H.T.Wall, Watertighteingwork Includingalllabour, Materialetcrequiredfor Completion Of Work. 368 Dismentling&Reconstructionofinlet, Outlet, Overflow&Washoutchamberincludingall Labour, Material Etc Required For Completion Of Work. 369 Provision Of Safty Gate On Stair Case. 370 Netontopdomewentincludingalllabour, Material Etc Required For Completion Of Work. 371 Distribution System 372 Excavationforpipelinetrenchesinordinary Soil, ( Lime, Clayorsandincludingliftupto1.5Mand Leadupto50mandrefilling, Watering, Rammingof Excavated Earth In To Trenches Anddisposal Of Surplus Earthupto50mfromthecenterofthefoundation Trenches. 373 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. 374 Hdpe Pipe Pn-6 ( O.D. ) Pe-100 375 90 Mm Dia 376 110 Mm Dia 377 140 Mm Dia 378 160 Mm Dia 379 200 Mm Dia 380 Di Pipe K-7 381 250 Mm Dia 382 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 383 150 Mm Dia 384 Supplyofspecialsforabovepipef.O.Rdestination Including All Taxes And Insurance. 385 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 - 5% Of Item No. ( 4.74 To 4.78 ) 386 Di Pipe K-7 - 10% Of Item No. ( 4.80 ) 387 Di Pipe K-7 - 10% Of Item No. ( 4.82 ) 388 Cartingfromthestore ( Upto8km. ) Thefollowing Sizesofpipeandspecialstothesiteofwork Lowering Themintotrenchesandlayingtrue Toalignmentand Gradient Including Jointing From Electro-Fusion Machine, Testing Of Pipeline And Includingsupplyofjointingmaterialsuchasnut& Bolts, Rubberinsertion, Whiteleadetc.Complatebut Excludingcostoftrenchingandcuttingofpipesetc. For Making Of Lengths But Including Making Joints. 389 Hdpe Pipe Pn-6 ( O. D. ) Pe-100 390 90 Mm Dia 391 110 Mm Dia 392 140 Mm Dia 393 160 Mm Dia 394 200 Mm Dia 395 Di Pipe K-7 396 250 Mm Dia 397 Addition ( Di K-7 ) Pipe For Connecting Overflow To Main Supply 398 150 Mm Dia 399 C.I.Doubleflangedsluice / Scourvalvesasperi.S. 780 / 1969Class-1Workingpressure10kg / Sqmf.O.R Destination Including All Taxes And Insurance. 400 C.I.Doubleflangedsluicevalves 401 80 Mm 402 150 Mm 403 200 Mm 404 250 Mm 405 Scourvalves 406 80 Mm Dia 407 Airvalves 408 25 Mm 409 Fire Hydrants 410 80 Mm 411 Supplyofallmaterials, Labourt&Petc.Requiredand Constructionoffollowingchambersas Pertypedesign Including Supply And Materials Labour, T & P Etc. Complete. 412 Surface Box Type 413 Masonry Type 414 Air Valves 415 Fire Hydrants 416 Thrust Block 417 Dismantling Of Following Type Of Surface Including Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 418 B.O.E. Road 60% Old Bricks 419 Bituminous Road 420 Cc Road 421 Inter Locking Road 422 Reinstatementoffollowingtypeofsurfaceincluding Sortingoutandstakingofserviceablematerialsof Disposal Of Unserviceable Materials Up To Adistance Of 50 M. 423 B.O.E. Road 60% Old Bricks 424 Bituminous Road 425 Cc Road 426 Inter Locking Road 427 Supplyofallmaterials, Labourt&Petc.Requiredand Constructs Single Tap Pillar Type Stand Post As Per Type Design. 428 Crossing Of Culvert For Laying Pipe Line Including Supply And Materials Labour, T&P Etc. Complete. 429 Crossingofnala / Drainforlayingpipelineincluding Supply And Materials Labour, T&P Etc. Complete. 430 Crossingof Roadfor Layingpipe Lineincludingsupply And Materials Labour, T&P Etc. Complete. 431 3.5 M Wide Road 432 7.0 M Wide Road 433 Provision Forlayingofpipelinebytrenchless Technology Including Supply Of Different Sizes M.S. Casing Pipe, Labour T&P Etc. Required For Proper Completion Of The Work. 434 200 Mm 435 250 Mm 436 Provisionofhouseconnectionincludingsupplyofall Materials, Labours , T&P, Road Cutting & Reinstatementetc.Requiredforproper Completion Of Work. 437 In B.O.E. Roads 438 For 90 Mm To 110 Mm Dia 439 In Bituminous Roads 440 For 90 Mm To 110 Mm Dia 441 For 140 Mm To 160 Mm Dia 442 For 200 Mm To 250 Mm Dia 443 In C.C. Roads 444 For 90 Mm To 110 Mm Dia 445 For 140 Mm To 160 Mm Dia 446 In C.C. Interlocking Tiles Roads 447 For 90 Mm To 110 Mm Dia 448 For 200 Mm To 250 Mm Dia 449 In Earthen Roads 450 For 90 Mm To 110 Mm Dia 451 Provisionforshiftingofhouseconnectionincluding Supplyofallmaterials, Labours , T&P, Road Cutting & Reinstatementetc. Requiredfor Proper Completion Of Work. 452 In B.O.E. Roads 453 For 90 Mm To 110 Mm Dia 454 In Bituminous Roads 455 For 90 Mm To 110 Mm Dia 456 For 140 Mm To 160 Mm Dia 457 For 200 Mm To 250 Mm Dia 458 In C.C. Roads 459 For 90 Mm To 110 Mm Dia 460 For 140 Mm To 160 Mm Dia 461 In C.C. Interlocking Tiles Roads 462 For 90 Mm To 110 Mm Dia 463 For 200 Mm To 250 Mm Dia 464 In Earthen Roads 465 For 90 Mm To 110 Mm Dia 466 Interconnectionofproposednewpipelinewithold Pipeincludingsupplyofallmaterials, Labour, T&P Bailing Out Of Water Etc. Required To Complete The Work. 467 Repairing Of Existing Boundary Wall, Gate, Site Development And Approach Raod 468 Provideallmaterials;Labour T&P Etc. For Repaire Of The Existing Boundary Wall As Per Direction Of Engineer-In-Charge. 469 Repairing Of Existing Staff Quarter 470 Scrapingoldcolorwashingandprepairingthesurfaceby Removingloosmaterialetc. Includingalllabourandt&P Etc. Complete. 471 Whitewashinginthreecoatincludingsupplyofall Materials, Labour, T&P Etc.Complete Required Forproper Completion Of The Work 472 Providing Plaster Of Paris Wall Putty Of 2Mm Thicknessover Plastered Surface To Prepare The Surface Even And Smooth Complete. 473 Finishingwallswithoilbaseddistemperpaintofapproved Makeandqualityoveroneprimingonnewworkwithtwo Coats To Given An Even Shade Including Supply Of All Materials, Labourt&Petcrequiredforpropercompletionof Work. 474 Repair For Electric Fitting 475 Repair For Sanitation Work 476 Site Clearence And Other Unforseen Items. 477 Construction Of Ground Water Recharge Mechanism For Zone-5, & 7 478 Constructionofdrainforcollectionof Waterthrowout The Campus Rate As Per Unit Estimate. 479 Constructionofsettingtankaspertypedesigen ( As Per Unit Estimate ) . 480 Construction Of 110Mm Bore Hole For 30M Depth And Lowringpvcplain18mand110mmpvcslatted- 12M. Total 30M ( As Per Unit Estimate ) 481 Construction Of Semi Circular Drain / Drainage Works 482 Levelinganddressingofwaterworkcompoundfor Proper Slope For Harvesting And Rainwater Filling Of Additional Earth Etc. All Complete 483 Provision For Permission From Other Department For All Zones. 484 Roaddiversionoftraffic, Nightsignals, Fixingcaution Boards Etc. For The Laying Of Pipe Line For All Zones. 485 E / M Work 486 Zone-5 487 Construction Of Tubewell 488 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 489 Drilling Of 600 / 500 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 490 600 Mm Dia Drilling From 0 To 60 M Bgl 491 500 Mm Dia Drilling From 61 To 100 M Bgl 492 500 Mm Dia Drilling From 101 To 180 M Bgl 493 Logging Of Bore Hole By Departmental / Approved Electric Logger. 494 Tubewell Assembly 495 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. ) 496 300 Mm Dia 497 200Mm Dia 498 Lowering Of Assembly 499 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. ) 500 300 Mm Dia Size Assembly From 0 To 54 M Bgl 501 200 Mm Dia Size Assembly From 55 To 100 M Bgl 502 200 Mm Dia Size Assembly From 101 To165 M Bgl 503 Pea Gravel 504 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 505 Development Of Tubewell 506 By Air Compressor 507 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 508 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 509 By O.P. Unit 510 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 511 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 512 Chemical And Bacteriological Test. 513 Pumping Plant And Other Instrumentation Work 514 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. 515 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. 516 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. 517 Ce / Ul Certified Intelligent Smart Energy Meter 518 Motor Operated Actuator For Without Sluice Valve Of Size Upto 150 Mm 519 Soft Stater With Rs485port- 400 V Class, 520 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 521 Ce / Ul Certified Pressure Transmiter . 522 Ce / Ul Certified Electromagnatic Flowmeter 523 Scadaautomation Of Pumping Plant 524 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. 525 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. 526 Ce / Ul Certified Surge Protector For Control Panel 527 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 528 Installation, Commissioing & Testing For One Tubewell 529 Trial Run For 3 Month Period For One Tubewell 530 Complete Cabling For All Equipments At Pumphouse. 531 Scadaautomation For Oht 532 Ce / Ul Certified Radar Type Level Transmitter For Oht 533 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 350 Mm Size 534 Ce / Ul Certified Electromagnetic Flow Meter Of 350Mm. 535 Three Month Trial & Run For 03 Month 536 Zone-6 537 Construction Of Tubewell 538 Transportation Of Rig M / C And Its T&P Including Erection And Dismantling Of Rig M / C. 539 Drilling Of 600 / 500 Mm Dia Bore Hole By Dc Rig M / C Complete With All Required Material, Labour & T&P Etc. Complete. 540 600 Mm Dia Drilling From 0 To 60 M Bgl 541 500 Mm Dia Drilling From 61 To 100 M Bgl 542 500 Mm Dia Drilling From 101 To 165 M Bgl 543 Logging Of Bore Hole By Departmental / Approved Electric Logger. 544 Tubewell Assembly 545 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. ) 546 300 Mm Dia 547 150Mm Dia 548 Lowering Of Assembly 549 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. ) 550 300 Mm Dia Size Assembly From 0 To 42 M Bgl 551 150 Mm Dia Size Assembly From 43 To 100 M Bgl 552 150 Mm Dia Size Assembly From 101 To150 M Bgl 553 Pea-Gravel 554 Supply Of 1.6 - 4.8 Mm Size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened And Properly Stacked At Site. 555 Development Of Tubewell 556 By Air Compressor 557 Transportation, Erection & Dismantling Of 250 Psi Air Compressor. 558 Development Of T.W. By 250 Psi Air Compressor With All Required Material, Labour, T&P Etc. 559 By O.P. Unit 560 Transportation, Erection & Dismantling Of 3 Cusec O.P. Unit And Yield Test. 561 Development Of T.W. By 3 Cusec O.P. Unit With All Required Material, Labour, T&P Etc. 562 Chemical And Bacteriological Test. 563 Pumping Plant And Other Instrumentation Work 564 Supply, Installation, Testing & Commissioing Of 800 Lpm Discharge, 48M / 49 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. 565 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. 566 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. 567 Ce / Ul Certified Intelligent Smart Energy Meter 568 Motor Operated Actuator For Without Sluice Valve Of Size 100 Mm 569 Soft Stater With Rs485port- 400 V Class, 570 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 571 Ce / Ul Certified Pressure Transmiter . 572 Ce / Ul Certified Electromagnetic Flowmeter Of Size 100Mm 573 Scadaautomation Of Tubewell 574 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. 575 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. 576 Ce / Ul Certified Surge Protector For Control Panel 577 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 578 Installation, Commissioing & Testing For One Tubewell 579 Trial Run For 3 Month Period For One Tubewell 580 Complete Cabling For All Equipments At Pumphouse. 581 Scadaautomation For Oht 582 Ce / Ul Certified Radar Type Level Transmitter For Oht 583 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 300 Mm Size 584 Ce / Ul Certified Electromagnetic Flow Meter Of Size 300Mm 585 Three Month Trial & Run For 03 Month 586 Zone-7 587 Instrumentation Item For Existing ( Old Tubewell ) 588 Motor Operator Actuator Without Sluice Valve ( 150Mm ) 589 Ce / Ul Certified Electromagnatic Flowmeter Of Size 150Mm 590 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. 591 Ce / Ul Certified Hydrostatic Type Sub Soil Water Level Transmiter For Tubewell 592 Ce / Ul Certified Intelligent Smart Energy Meter 593 Soft Stater With Rs485port- 400 V Class, 594 Ce / Ul Certified Pressure Transmiter . 595 Scadaautomation Items For Old Existing Tubewell. 596 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. 597 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. 598 Ce / Ul Certified Surge Protector For Control Panel 599 Control Panel With Ip 54 Protection, Industrial Grade For All Equipment ( Separate For Control ( 24V ) And Power Equipment ) . 600 Installation, Commissioing & Testing For One Tubewell 601 Trial Run For 3 Month Period For One Tubewell 602 Complete Cabling For All Equipments At Pumphouse. 603 Scadaautomation For Oht 604 Ce / Ul Certified Radar Type Level Transmitter For Oht 605 Motor Operated Actuator With Outlet Sluice Valve For Oht Of Size Upto 250 Mm Size 606 Ce / Ul Certified Electromagnetic Flow Meter Of Size 250Mm. 607 Three Month Trial & Run For 03 Month

INR 23600 /-

INR 2100000.0 /-

INR 20.24 Crore /-

Name of Work:Pipiganj Nagar Panchayat Water Supply Reorganization Scheme (Part-2), District-Gorakhpur.

Sl. No.	Item Description
1	Zone-5
2	Provideallmaterials, labour,T&Petc. to construct the complete PumpHousesize(3.60x3.00x3.00m)cum chlornatingroom(2.80 x1.50x3.00m)as per type design & drawing (2 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 (4 Nos.)
12	2. Window with frame (8 Nos.) & Ventilator (4 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 tow level.
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&Pandconstructionof followingchambersaspertypedesignincludingsupply 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 1100 KL with 22 m Staging
55	Supply of all the materials, labour T&P for construction of 1100 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 (2 Nos), Outlet pipe 350 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 - 2 Nos., For Outlet pipe 350 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	Addition (DI K-7) Pipe for connecting overflow to main supply
71	200 mm dia
72	SupplyofSpecialsforabovepipeF.O.Rdestination including all Taxes and insurance.
73	HDPE Pipe PN-6 (O. D.)PE-100 -5% of item no. (1.60 to 1.64)
74	DI Pipe K-7 - 10% of item no. (1.66 to 1.68)
75	DI Pipe K-7 10% of item no. (1.70)
76	Cartingfromthestore(upto8Km.)Thefollowing sizesofpipeandspecialstothesiteofwork lowering themintotrenchesandlayingtrue toalignmentand gradient includingjointing from electro-fusion machine, testing of pipeline and includingsupplyofjointingmaterialsuchasnut& bolts,rubberinsertion,whiteleadetc.complatebut excludingcostoftrenchingandcuttingofpipesetc. For making of lengths but including making joints.
77	HDPE Pipe PN-6 (O. D.)PE-100
78	90 mm dia
79	110 mm dia
80	140 mm dia
81	160 mm dia
82	200 mm dia
83	DI Pipe K-7
84	250 mm dia
85	300 mm dia
86	350 mm dia
87	Addition (DI K-7) Pipe for connecting overflow to main supply
88	200 mm dia
89	Supplyoffollowingtypesoffittingsincluding railwaysfreight,cartageuptostore,alltaxesand duties complete.
90	C.I.DoubleflangedSluice/ScourValvesasperI.S. 780/1969class-1workingpressure10Kg/sqmF.O.R Destination including all taxes and insurance.
91	C.I.DoubleflangedSluiceValves
92	80 mm
93	250 mm
94	300 mm
95	350 mm
96	ScourValves
97	80 mm dia
98	AirValves
99	25 mm
100	Fire Hydrants
101	80 mm
102	Supplyofallmaterials,labourT&PEtc.requiredand constructionoffollowingchambersas pertypedesign including supply and materials labour, T & P etc. complete.
103	Surface Box Type
104	Masonry Type
105	Air Valves
106	Fire Hydrants
107	Thrust Block
108	Dismantling of following type of surface including sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
109	B.O.E. ROAD 60% old bricks
110	Bituminous Road
111	CC Road
112	Inter locking Road
113	Reinstatementoffollowingtypeofsurfaceincluding sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
114	B.O.E. ROAD 60% old bricks
115	Bituminous Road
116	CC Road
117	Inter locking Road
118	Supplyofallmaterials,labourT&PEtc.requiredand constructs single tap pillar type stand post as per type design.
119	Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
120	CrossingofNala/drainforlayingpipelineincluding supply and materials labour, T&P etc. complete.
121	Crossingof Roadfor layingpipe lineincludingsupply and materials labour, T&P etc. complete.
122	3.5 M wide Road
123	7.0 M wide Road
124	Provision forlayingofpipelinebytrenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work.
125	200 mm
126	250 mm
127	300 mm
128	350 mm
129	ProvisionofHouseconnectionincludingSupplyofall materials,labours , T&P, Road Cutting & Reinstatementetc.requiredforproper completion of work.
130	In B.O.E. Roads
131	For 90 mm to 110 mm dia
132	In Bituminous Roads
133	For 90 mm to 110 mm dia
134	For 140 mm to 160 mm dia
135	For 200 mm to 250 mm dia
136	For 300 mm to 350 mm dia
137	In C.C. Roads
138	For 90 mm to 110 mm dia
139	For 140 mm to 160 mm dia
140	In C.C. Interlocking Tiles Roads
141	For 90 mm to 110 mm dia
142	For 200 mm to 250 mm dia
143	In Earthen Roads
144	For 90 mm to 110 mm dia
145	For 300 mm to 350 mm dia
146	Construction of Half Set (Single Room)Staff Quarter
147	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.
148	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.
149	First class brick work in 1:6 cement and local sand mortarinfoundationandplinthincludingsupplyofall materials,labourT&Petcrequiredforproper completion of work.
150	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.
151	Sandfillinginthefoundationincludingsupplyoflabour material ,T&P etc .
152	IstClassbrickworkin1:4cementandlocalsand mortar insuperstructureincludingsupplyofallmaterial, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).
153	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.
154	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.
155	Sameasitemno2.52butinproportion1:4withcement and local sand mortar, over ceiling.
156	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.
157	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.
158	MildsteelorironworkinplainworksuchasRCCor RBwork (when not included in overall rates ) brought to requiredshapeasnecessary,including bendingand supply of steel and wastage for completion of work
159	SupplyandfixingofMSangleironchaukhatsof 40x40x6mmsizeincludingsimoemouldingstraightwork asinchaukhatsandalsosupplyofallmaterials,labour, T&P etc required for proper completion of work.
160	Supplyandfixholdfastindoorsandwindows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including othermaterialssuchasnailsandscrews etcrequiredin all aspect to complete the work.
161	Mild steel grill in windows wrought to required form,including supply of labour, steel ,T&P etc for proper completion of work.
162	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.
163	Sameasitemno2.61abovebut40mmthickoverbase concrete consisting of cement, local sand and 40 mm gaugefirstclassbrickballastintheproportionof 1:4:8. For construction of apron 0.6 m wide.
164	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.
165	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).
166	Supply and fixing of oxidized iron fittings of approved make for doors and windows.
167	PaintingorVarnishingnewironworkornewwood work in small/largeareas with onecoatprimingand two coat of approvedpaintorVamishinclduingsupply ofall materials,labourT&Petc.completerequiredfor proper completion of the work.
168	White washing in three coat including supply of all materials,labour,T&Petc.completerequiredforproper completion of the work
169	ProvidingplasterofPariswallputtyof2mmthickness over plastered surface to prepare the surface even and smooth complete.
170	Finishingwallswithoilbaseddistemperpaintof approvedmakeandqualityoveroneprimingonnew work withtwocoatstogivenanevenshadeincluding supplyof allmaterials,labourT&Petcrequired forproper completion of work.
171	Provideallmaterial,labour,T&Petc.andconstruct100 mmdiasemicircularC.C.covereddraininclduing rendering the surface smooth with neat cement.
172	Supply of all materials, labour,T&P etc and construct inspection chamber as per type design and drwaing.
173	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.
174	Supplyofallmaterial,labour,T&Petcfixingofwater tap required for proper completion of the work.
175	Supplyofallmaterial,labour,T&Petcfixingoffloat valverequired for proper completion of the work.
176	Supplyandfixingof110mmdiaPVCpipefromUtrap toseptic tank including supply of all special materials required for proper completion of the work.
177	Provisionforinternalelectrification includingsupplyof all materials, labour, T&P etc. complete.
178	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.
179	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.
180	Constructionofseptictankandsoakpitincludingsupply of materials labour etc complete.
181	Supplyandfixofposition500litrecapacity PVC(Sintex or other approved make ) storage tank.
182	Supply and fix indian type latrine seat with U-Trap includingsupplyofallmaterials,labour,T&Petc. required for proper completion of the work.
183	Provision for electrification inside and outside of the quarter.
184	Site clearance and other unforeseen items.
185	Add extra for 0.5m height of plinth than the departmentaltypedesignduetolowgroundlevel (125000 x 0.5=62500)
186	Construction of Boundary wall, Gate, Site Development and Approach Raod
187	Provideallmaterials;labour T&P etc. for the Boundary wall as per direction of Engineer-in-charge.
188	Add for extra 0.5m plinth raisingofboundrywalldue to low lying water campus (2040 x 0.5 = 1020)
189	Provideallmaterials,labour T&Petc.requiredforproper completion of work and constructpillarsaspertype designandfixingofgate3.6 m wide gate.
190	Provideallmaterials,labour T&Petc.requiredforproper completion of work and construct Tilesapproach road.
191	ConstructionofDrainasper typedesigninallmaterials, labourT&Petc.requiredfor propercompletionofwork insidecampousforproper drainage. Size (300 mm x 300 mm).
192	Provision of Lighting in campousas perdirection of Engineer-in-chargeincluding allmaterials,labourT&Petc complete.
193	Provision of land escapping andarboricultureincampous asperdirectionofEngineer-in-chargeincludingall materials,labourT&Petc complete.
194	Provideallmaterials,labour T&Petc.requiredforproper completionofworkincluding leveling,dressingexcavation and filling of earth where necessary for develop of water works site including carriage of earth.
195	Zone-6
196	Provideallmaterials,labour,T&Petc. to construct the complete PumpHousesize(3.60x3.00x3.00m)cum chlornatingroom(2.80 x1.50x3.00m)as per type design & drawing (2 Nos.).
197	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.
198	Concretewith40mmgaugeFirstclassbrickballast,local sandandcementinproportionof1:6:12infoundation and floors including supply of all materials, labour, T&P etc required for proper completion of work.
199	Firstclassbrickworkin1:6cementandcoarsesand mortar infoundationandplinthincludingsupplyofall materials, labour T&P etc required for proper completion of work.
200	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.
201	Firstclassbrickworkin1:4cementandcoarse sand mortar insuperstructureincludingsupplyofallmaterials labour T&P etc required for proper completion of work.
202	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.
203	As in item no. 3.01 above but for slab
204	Supplyandfixingof1mmthicksheetiron panelled door/window/ventilatorsshuttersincluding frame, supply &fixingand adjustmentofCleats,stops,hinges, locks,bolts,handlers, spring and other fittings. (Excluding suply of Fittings).
205	1. Door with frame (4 Nos.)
206	2. Window with frame (8 Nos.) & Ventilator (4 Nos.)
207	Supplyofoxidizedironfittingsofapprovedmakefor doors and window.
208	Mild steel or plain work such as reinforced concrete or reinforcedbrickworkwroughttorequiredshape as necessaryincludingbuildingforpropercompletionof work andincludingsupplyofsteelitswastagebendhooks and authorized over lapping shall be measuredfloor tow level.
209	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.
210	40mmthickcement concreteflooring 1:2:4laid inone layer finishedwithafloatingcoatofneatcementwithoutbase concrete.
211	Same as item no 10 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.
212	Firstclassbrickworkin1:4cementandcoarse sand mortar insuperstructureincludingsupplyofallmaterials labour T&PetcrequiredforpropercompletionofFor construction of apron 0.6 m wide work.
213	SupplyandfixingofR.C.C.coverofsize0.80x0.80Meter over pump house slab opening including supply of all material labour T&P etc complete.
214	12mmthickplasterwithcementandcoarsesandmortar in proportionof1:4overbrickwork,minimumthickness notbe lessthan10mmincludingsupplyofallmaterials labour, T&P etc required for proper completion of work.
215	Same as above but for rough face.
216	11.5cmstringordrip-coarsein1:6cementandlocalsand mortor.
217	Paintingorvarnishingnewironworkinsmallareasor new woodworkwithoneprimingcoatandtwocoatsof approved paintsorvarnishincludingsupplyofallmaterials labour, T&P etc required for proper completion of work.
218	Whitecementinthreecoatsincludingsupplyof all materialslabour,T&Petcrequiredforproper completionof work.
219	ProvidingplasterofPariswallputtyof2mmthickness over plastered surface to prepare the surface even and smooth complete.
220	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.
221	Supplyandfixingofrolledsteeljoistincludingcostofall materials labour, T&P etc complete.
222	ProvideandfixingofR.C.C.precastventilatorsjaliover openingincludingsupplyofallmaterialslabour,T&Petc complete.
223	Supplyandfixingof100mmdiaCIpiperainwaterdown pipe with clamp etc.
224	Anti termite treatment
225	Site clearance and other unforeseen items.
226	Addextrafor0.5mheightofplinthofpump house due to low ground level (78000X 0.5=39000)
227	Bye Pass chamber
228	Rising Main and Bye Pass Arrangement
229	Supplyofthefollowingpipesincludingrailwayfreight, insurance charges F.O.R. etc. complete.
230	150mm dia D.I.Class K-9
231	From Tube wellsto OHTincludingbye pass
232	Supply of D.I.specials for theabove pipe lines
233	Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials,labourandT&P, testing etc. complete.
234	From Tube wellsto OHTincludingbye pass
235	Earthworkinordinarysoilwithliftupto1.50mand leadupto 50m,filling,wateringandrammingof excavatedearthintothetrenchesanddisposalof surplus earthupto 50 m.
236	Supplyandcartinguptositeof workof followingsizesof C.I.D/FsluicevalvesasperI.S.780-1960testedto10 Kg/sqmfixinginpipelinetrenches,jointingandtesting complete.
237	150mm dia D.I.Class K-9
238	Supplyofallmaterials,labour,T&Pandconstructionof followingchambersaspertypedesignincludingsupply andmaterials,labour andT&P, testing etc. complete.
239	Masonry Type
240	Privision of Thrust block
241	150mm dia D.I.Class K-9
242	Dismantlingandreinstatementoffollowingtypeofroad surfacesforlyingofpipelineincludingsortingoutof serviceablematerialsanddisposalofunserviceable materials.
243	Bituminous Road
244	C.C. Road
245	Interlocking Road
246	BOE Road
247	CrossingofRoadforlayingpipelineincludingsupply andmaterials labour, T&P etc. complete.
248	Construction of OHT 650 KL with 20 m Staging
249	Supply of all the materials, labour T&P for construction of 650 KL capacity/ 20m 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.
250	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 300 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 300 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.
251	Distribution System
252	ExcavationforpipelinetrenchesinOrdinary soil,(lime,clayorsandIncludingliftupto1.5mand leadupTo50mandrefilling,watering,Rammingof excavated earth in to trenches anddisposal of surplus earthupto50mfromthecenterofthefoundation trenches.
253	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.
254	HDPE Pipe PN-6 (O.D.) PE-100
255	90 mm dia
256	110 mm dia
257	140 mm dia
258	160 mm dia
259	200 mm dia
260	DI Pipe K-7
261	250 mm dia
262	300 mm dia
263	Addition (DI K-7) Pipe for connecting overflow to main supply
264	150 mm dia
265	SupplyofSpecialsforabovepipeF.O.Rdestination including all Taxes and insurance.
266	HDPE Pipe PN-6 (O. D.)PE-100 -5% of item no. (3.54 to 3.58)
267	DI Pipe K-7 -10% of item no. (3.60 to 3.61)
268	DI Pipe K-7 -10% of item no. (3.63)
269	Cartingfromthestore(upto8Km.)Thefollowing sizesofpipeandspecialstothesiteofwork lowering themintotrenchesandlayingtrue toalignmentand gradient includingjointing from electro-fusion machine, testing of pipeline and includingsupplyofjointingmaterialsuchasnut& bolts,rubberinsertion,whiteleadetc.complatebut excludingcostoftrenchingandcuttingofpipesetc. For making of lengths but including making joints.
270	HDPE Pipe PN-6 (O. D.)PE-100
271	90 mm dia
272	110 mm dia
273	140 mm dia
274	160 mm dia
275	200 mm dia
276	DI Pipe K-7
277	250 mm dia
278	300 mm dia
279	Addition (DI K-7) Pipe for connecting overflow to main supply
280	150 mm dia
281	C.I.DoubleflangedSluice/ScourValvesasperI.S. 780/1969class-1workingpressure10Kg/sqmF.O.R Destination including all taxes and insurance.
282	C.I.DoubleflangedSluiceValves
283	80 mm
284	125 mm
285	150 mm
286	200 mm
287	250 mm
288	300 mm
289	ScourValves
290	80 mm dia
291	AirValves
292	25 mm
293	Fire Hydrants
294	80 mm
295	Supplyofallmaterials,labourT&PEtc.requiredand constructionoffollowingchambersas pertypedesign including supply and materials labour, T & P etc. complete.
296	Surface Box Type
297	Masonry Type
298	Air Valves
299	Fire Hydrants
300	Thrust Block
301	Dismantling of following type of surface including sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
302	B.O.E. ROAD 60% old bricks
303	Bituminous Road
304	CC Road
305	Inter locking Road
306	Reinstatementoffollowingtypeofsurfaceincluding sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
307	B.O.E. ROAD 60% old bricks
308	Bituminous Road
309	CC Road
310	Inter locking Road
311	Supplyofallmaterials,labourT&PEtc.requiredand constructs single tap pillar type stand post as per type design.
312	Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
313	CrossingofNala/drainforlayingpipelineincluding supply and materials labour, T&P etc. complete.
314	Crossingof Roadfor layingpipe lineincludingsupply and materials labour, T&P etc. complete.
315	3.5 M wide Road
316	7.0 M wide Road
317	Provision forlayingofpipelinebytrenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work.
318	200 mm
319	250 mm
320	300 mm
321	350 mm
322	ProvisionofHouseconnectionincludingSupplyofall materials,labours , T&P, Road Cutting & Reinstatementetc.requiredforproper completion of work.
323	In B.O.E. Roads
324	For 90 mm to 110 mm dia
325	In Bituminous Roads
326	For 90 mm to 110 mm dia
327	For 140 mm to 160 mm dia
328	For 200 mm to 250 mm dia
329	For 300 mm to 350 mm dia
330	In C.C. Roads
331	For 90 mm to 110 mm dia
332	For 140 mm to 160 mm dia
333	In C.C. Interlocking Tiles Roads
334	For 90 mm to 110 mm dia
335	For 200 mm to 250 mm dia
336	In Earthen Roads
337	For 90 mm to 110 mm dia
338	ProvisionforshiftingofHouseconnectionincluding Supplyofallmaterials, labours , T&P, Road Cutting & Reinstatementetc.requiredfor proper completion of work.
339	In B.O.E. Roads
340	For 90 mm to 110 mm dia
341	In Bituminous Roads
342	For 90 mm to 110 mm dia
343	For 140 mm to 160 mm dia
344	For 200 mm to 250 mm dia
345	For 300 mm to 350 mm dia
346	In C.C. Roads
347	For 90 mm to 110 mm dia
348	For 140 mm to 160 mm dia
349	In C.C. Interlocking Tiles Roads
350	For 90 mm to 110 mm dia
351	For 200 mm to 250 mm dia
352	In Earthen Roads
353	For 90 mm to 110 mm dia
354	Interconnectionofproposednewpipelinewithold pipeincludingsupplyofallmaterials,labour,T&P bailing out of water etc. required to complete the work.
355	Zone-7
356	Repair of Existing Pump House- 2 Nos.
357	Paintingorvarnishingnewironworkinsmallareasor newwoodworkwithoneprimingcoatandtwocoatsof approvedpaintsorvarnishincludingsupplyofall materialslabour,T&Petcrequiredforpropercompletion of work.
358	White cement in three coats including supply of all materialslabour,T&Petcrequiredforpropercompletion of work
359	ProvidingplasterofPariswallputtyof2mmthickness overplasteredsurfacetopreparethesurfaceevenand smooth complete.
360	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.
361	Supplyandfixing3mmthick plainglassinwindows including supply of nails,putty etc. required for proper completion of the work.
362	Supply and fixing of 100 mm dia CI pipe rainwater down pipe with clamp etc.
363	Site clearence and other unforseen items.
364	REPARING OF  ONE NO. EXISTING OVER HEAD TANK (500KL/18M)
365	Scraping old color washing and prepairing the surfacebyremovingloosmaterialetc. including all labour and T &P etc. complete.
366	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.
367	RepairsofO.H.T.wall,watertighteingwork includingalllabour,materialetcrequiredfor completion of work.
368	Dismentling&reconstructionofInlet,outlet, overflow&washoutchamberincludingall labour, material etc required for completion of work.
369	Provision of safty gate on stair case.
370	Netontopdomewentincludingalllabour, material etc required for completion of work.
371	Distribution System
372	ExcavationforpipelinetrenchesinOrdinary soil,(lime,clayorsandIncludingliftupto1.5mand leadupTo50mandrefilling,watering,Rammingof excavated earth in to trenches anddisposal of surplus earthupto50mfromthecenterofthefoundation trenches.
373	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.
374	HDPE Pipe PN-6 (O.D.) PE-100
375	90 mm dia
376	110 mm dia
377	140 mm dia
378	160 mm dia
379	200 mm dia
380	DI Pipe K-7
381	250 mm dia
382	Addition (DI K-7) Pipe for connecting overflow to main supply
383	150 mm dia
384	SupplyofSpecialsforabovepipeF.O.Rdestination including all Taxes and insurance.
385	HDPE Pipe PN-6 (O. D.)PE-100 - 5% of item no. (4.74 to 4.78)
386	DI Pipe K-7 - 10% of item no. (4.80)
387	DI Pipe K-7 - 10% of item no. (4.82)
388	Cartingfromthestore(upto8Km.)Thefollowing sizesofpipeandspecialstothesiteofwork lowering themintotrenchesandlayingtrue toalignmentand gradient including jointing from electro-fusion machine, testing of pipeline and includingsupplyofjointingmaterialsuchasnut& bolts,rubberinsertion,whiteleadetc.complatebut excludingcostoftrenchingandcuttingofpipesetc. For making of lengths but including making joints.
389	HDPE Pipe PN-6 (O. D.)PE-100
390	90 mm dia
391	110 mm dia
392	140 mm dia
393	160 mm dia
394	200 mm dia
395	DI Pipe K-7
396	250 mm dia
397	Addition (DI K-7) Pipe for connecting overflow to main supply
398	150 mm dia
399	C.I.DoubleflangedSluice/ScourValvesasperI.S. 780/1969class-1workingpressure10Kg/sqmF.O.R Destination including all taxes and insurance.
400	C.I.DoubleflangedSluiceValves
401	80 mm
402	150 mm
403	200 mm
404	250 mm
405	ScourValves
406	80 mm dia
407	AirValves
408	25 mm
409	Fire Hydrants
410	80 mm
411	Supplyofallmaterials,labourT&PEtc.requiredand constructionoffollowingchambersas pertypedesign including supply and materials labour, T & P etc. complete.
412	Surface Box Type
413	Masonry Type
414	Air Valves
415	Fire Hydrants
416	Thrust Block
417	Dismantling of following type of surface including sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
418	B.O.E. ROAD 60% old bricks
419	Bituminous Road
420	CC Road
421	Inter locking Road
422	Reinstatementoffollowingtypeofsurfaceincluding sortingoutandstakingofserviceablematerialsof disposal of unserviceable materials up to adistance of 50 m.
423	B.O.E. ROAD 60% old bricks
424	Bituminous Road
425	CC Road
426	Inter locking Road
427	Supplyofallmaterials,labourT&PEtc.requiredand constructs single tap pillar type stand post as per type design.
428	Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
429	CrossingofNala/drainforlayingpipelineincluding supply and materials labour, T&P etc. complete.
430	Crossingof Roadfor layingpipe lineincludingsupply and materials labour, T&P etc. complete.
431	3.5 M wide Road
432	7.0 M wide Road
433	Provision forlayingofpipelinebytrenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work.
434	200 mm
435	250 mm
436	ProvisionofHouseconnectionincludingSupplyofall materials, labours , T&P, Road Cutting & Reinstatementetc.requiredforproper completion of work.
437	In B.O.E. Roads
438	For 90 mm to 110 mm dia
439	In Bituminous Roads
440	For 90 mm to 110 mm dia
441	For 140 mm to 160 mm dia
442	For 200 mm to 250 mm dia
443	In C.C. Roads
444	For 90 mm to 110 mm dia
445	For 140 mm to 160 mm dia
446	In C.C. Interlocking Tiles Roads
447	For 90 mm to 110 mm dia
448	For 200 mm to 250 mm dia
449	In Earthen Roads
450	For 90 mm to 110 mm dia
451	ProvisionforshiftingofHouseconnectionincluding Supplyofallmaterials,labours , T&P, Road Cutting & Reinstatementetc. requiredfor proper completion of work.
452	In B.O.E. Roads
453	For 90 mm to 110 mm dia
454	In Bituminous Roads
455	For 90 mm to 110 mm dia
456	For 140 mm to 160 mm dia
457	For 200 mm to 250 mm dia
458	In C.C. Roads
459	For 90 mm to 110 mm dia
460	For 140 mm to 160 mm dia
461	In C.C. Interlocking Tiles Roads
462	For 90 mm to 110 mm dia
463	For 200 mm to 250 mm dia
464	In Earthen Roads
465	For 90 mm to 110 mm dia
466	Interconnectionofproposednewpipelinewithold pipeincludingsupplyofallmaterials,labour,T&P bailing out of water etc. required to complete the work.
467	Repairing of Existing Boundary wall, Gate, Site Development and Approach Raod
468	Provideallmaterials;labour T&P etc. For repaire of the Existing Boundary wall as per direction of Engineer-in-charge.
469	Repairing of Existing Staff Quarter
470	Scrapingoldcolorwashingandprepairingthesurfaceby removingloosmaterialetc. includingalllabourandT&P etc. complete.
471	Whitewashinginthreecoatincludingsupplyofall materials, labour,T&P etc.complete required forproper completion of the work
472	Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
473	Finishingwallswithoilbaseddistemperpaintofapproved makeandqualityoveroneprimingonnewworkwithtwo coats to given an even shade including supply of all materials,labourT&Petcrequiredforpropercompletionof work.
474	Repair for electric fitting
475	Repair for sanitation work
476	Site clearence and other unforseen items.
477	Construction of ground water recharge mechanism for Zone-5, & 7
478	Constructionofdrainforcollectionof waterthrowout the campus rate as per unit Estimate.
479	Constructionofsettingtankaspertypedesigen(As per unit estimate).
480	Construction of 110mm bore hole for 30M depth and lowringPVCplain18Mand110mmPVCslatted- 12M. Total 30M (As per Unit Estimate)
481	Construction of Semi Circular Drain/Drainage works
482	Levelinganddressingofwaterworkcompoundfor proper slope for harvesting and rainwater filling of additional earth etc. all complete
483	Provision for permission from other department for all zones.
484	Roaddiversionoftraffic,nightsignals,fixingcaution boards etc. for the laying of pipe line for all zones.
485	E/M Work
486	Zone-5
487	CONSTRUCTION OF TUBEWELL
488	Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.
489	Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.
490	600 mm dia Drilling from 0 to 60 M BGL
491	500 mm dia Drilling from 61 to 100 M BGL
492	500 mm dia Drilling from 101 to 180 M BGL
493	Logging of bore hole by departmental/approved electric logger.
494	TUBEWELL ASSEMBLY
495	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.)
496	300 mm dia
497	200mm dia
498	LOWERING OF ASSEMBLY
499	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.)
500	300 mm dia size Assembly from 0 to 54 M BGL
501	200 mm dia size Assembly from 55 to 100 M BGL
502	200 mm dia size Assembly from 101 to165 M BGL
503	PEA GRAVEL
504	Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed,Screened and properly Stacked at Site.
505	DEVELOPMENT OF TUBEWELL
506	By Air Compressor
507	Transportation, Erection & Dismantling of 250 PSI Air Compressor.
508	Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
509	By O.P. Unit
510	Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.
511	Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.
512	Chemical and bacteriological test.
513	Pumping plant and Other instrumentation work
514	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.
515	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.
516	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.
517	CE/UL Certified Intelligent Smart Energy Meter
518	Motor operated Actuator for without Sluice Valve of size upto 150 mm
519	Soft Stater with RS485Port- 400 V Class,
520	CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
521	CE/UL Certified Pressure Transmiter .
522	CE/Ul certified Electromagnatic flowmeter
523	SCADAAUTOMATION OF PUMPING PLANT
524	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.
525	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.
526	CE/UL Certified Surge protector for control panel
527	Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
528	Installation, commissioing & testing for one tubewell
529	Trial Run for 3 month period for one tubewell
530	Complete cabling for all equipments at pumphouse.
531	SCADAAUTOMATION FOR OHT
532	CE/UL Certified Radar type level Transmitter for OHT
533	Motor operated Actuator with outlet Sluice Valve for OHT of size upto 350 mm size
534	CE/UL Certified Electromagnetic flow meter of 350mm.
535	Three Month Trial & Run for 03 Month
536	Zone-6
537	CONSTRUCTION OF TUBEWELL
538	Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.
539	Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.
540	600 mm dia Drilling from 0 to 60 M BGL
541	500 mm dia Drilling from 61 to 100 M BGL
542	500 mm dia Drilling from 101 to 165 M BGL
543	Logging of bore hole by departmental/approved electric logger.
544	TUBEWELL ASSEMBLY
545	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.)
546	300 mm dia
547	150mm dia
548	LOWERING OF ASSEMBLY
549	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.)
550	300 mm dia size Assembly from 0 to 42 M BGL
551	150 mm dia size Assembly from 43 to 100 M BGL
552	150 mm dia size Assembly from 101 to150 M BGL
553	PEA-GRAVEL
554	Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed,Screened and properly Stacked at Site.
555	DEVELOPMENT OF TUBEWELL
556	By Air Compressor
557	Transportation, Erection & Dismantling of 250 PSI Air Compressor.
558	Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
559	By O.P. Unit
560	Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.
561	Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.
562	Chemical and bacteriological test.
563	Pumping plant and Other instrumentation work
564	Supply, Installation, Testing & Commissioing of 800 LPM discharge, 48M/49 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.
565	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.
566	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.
567	CE/UL Certified Intelligent Smart Energy Meter
568	Motor operated Actuator for without Sluice Valve of size 100 mm
569	Soft Stater with RS485Port- 400 V Class,
570	CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
571	CE/UL Certified Pressure Transmiter .
572	CE/UL certified Electromagnetic flowmeter of size 100mm
573	SCADAAUTOMATION OF TUBEWELL
574	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.
575	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.
576	CE/UL Certified Surge protector for control panel
577	Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
578	Installation, commissioing & testing for one tubewell
579	Trial Run for 3 month period for one tubewell
580	Complete cabling for all equipments at pumphouse.
581	SCADAAUTOMATION FOR OHT
582	CE/UL Certified Radar type level Transmitter for OHT
583	Motor operated Actuator with outlet Sluice Valve for OHT of size upto 300 mm size
584	CE/UL Certified Electromagnetic flow meter of size 300mm
585	Three Month Trial & Run for 03 Month
586	Zone-7
587	instrumentation item for Existing(Old Tubewell)
588	Motor operator Actuator without Sluice Valve(150mm)
589	CE/UL certified Electromagnatic flowmeter of size 150mm
590	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.
591	CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
592	CE/UL Certified Intelligent Smart Energy Meter
593	Soft Stater with RS485Port- 400 V Class,
594	CE/UL Certified Pressure Transmiter .
595	SCADAAUTOMATION ITEMS for old existing Tubewell.
596	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.
597	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.
598	CE/UL Certified Surge protector for control panel
599	Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
600	Installation, commissioing & testing for one tubewell
601	Trial Run for 3 month period for one tubewell
602	Complete cabling for all equipments at pumphouse.
603	SCADAAUTOMATION FOR OHT
604	CE/UL Certified Radar type level Transmitter for OHT
605	Motor operated Actuator with outlet Sluice Valve for OHT of size upto 250 mm size
606	CE/UL Certified Electromagnetic flow meter of size 250mm.
607	Three Month Trial & Run for 03 Month