Tender For Const Of Solar Based Mrwss Svs In Pirtand Block, Comprising Of Suitable R.C.C Framed Structure Esr Distribution Lines, Source (As Required) And Fhtc All Complete Under Drinking Water Sanitation Division No 2 Giridih Cluster No 37, giridih-Jharkhand

Const Of Solar Based Mrwss Svs In Pirtand Block, Comprising Of Suitable R.C.C Framed Structure Esr Distribution Lines, Source (As Required) And Fhtc All Complete Under Drinking Water Sanitation Division No 2 Giridih Cluster No 37 , Model-1Awith Source(Drilled T/W 125/115 Dia Mm, 60M Deep) , Tube Well , Drilling Portion , Construction For 115/125 Mm Dia Drilled Tube-Well For Drilling In All Kinds Of Soil Rock For Installation Of Hand Pump With D.T.H Rig Machine All Complete Including Supplying All Materials, Labours, Tools, Drilling, Rigs, Air Compressor And Equipments As Well As Fuel Lubricant For Making 125/115 Mm Dia Boring Etcand Cost Of Transporting Rig Machine And Other Vehicle Up To Site Workas Per Specification And Direction Of Engineer-In-Charge. , (A) Up To 30Mtr. Depth Bellow G.L. In Rural Areas , (B) Beyond 30Mtr.In Rural Areas , Providing All Equipments And Labour For Lowering 125Mm Dia Blue Upvc Casing Pipe As Casing For Protecting The Side From Falling During The Process Of Drilling All Complete Job Including Carriage Of Material To Work Site. , Supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipments For Grouting To Casing Pipe All Complete Job Including Carriage Of Material To Work Site As Per Specification & Direction Of E/I , Supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Direction E/I. , Supplying All Materials Labours And Equipment Including 125 Mm Dia Gi/Ci Cap 125 Mm Dia T/W Properly All Complete And Taking It Out As Per Specification & Direction Of E/I. (The Cap Will Be Property Of Department) , Civil Portion , Supplying All Tools, Equipment, Labours And Lowering 32 Mm Dia G.I. (Medium)Pipe In Dt In 3 Mtr. Length All Complete Job As Per Direction Of E/I. Including Carriage Of Materials. , Supplying All Tools, Labour For Fitting And Fixing Deep Well Cylinder With Necessary Connecting Rod All Complete Job As Per Specification & Direction Of E/I. , Supplying All Materials, Labours For Fitting And Fixing Of India Mark Ii Hand Pump With All Accessories All Job Complete As Per Direction Of E/I. Including Carriage Of Materials. , Supplying All Materials, Labours And Equipment For Constructing Pcc (1:2:4) Circular Platform Around Each Drilled Tube Well Including 12Mm Thick Cement Plaster (1:4) With Neat Cement Punning Over Exposed Surface As Per Unicef Design Etc. All Complete. Including Carriage Of Materials. , Supplying All Materials Labour And Equipment For Constructing Pcc (1:2:4) Drain As Per Unicef Design Etc. All Complete .Including Carriage Of Materials. , Add Extra Item For Supplying Tools, Labours And Materials For Painting, Numbering And Year For Construction Of T/Well And Taking Of Colour Photograph With Two Or Three Nearest Persons Including Platform, Drain, Soak Pit And Also Longitude & Latitude, Details Of T/W Such As Total Depth, Casing Depth, Static Water Level, Drawdown, Discharge, Strata Chart, Beneficiary Population Etc In Separate Sheet/Format All Complete As Per Direction Of E/I. , Cost Of Materials , Cost Of Standard I.S.I. Mark Deep Well Hand Pump For India Mark-Ii, I.S.I. 15500 (Part 2) / 2004 With Latest Revision Including 12Mm X 3 Meter Long 8 No. Connecting Rods Made Of Bright Bar Electro-Galvanized Fitted With Coupler & Normal Stand Assembly Recommended For Use With Cylinder Assembly Suitable For Bore Wellcasing Pipe. , Cost Of 32 Mm Dia Gi Pipe (Medium) 3 Mtrs Long Screwed At Both Ends With Seamless Socket As Per Is:1239(Part 1990). , Cost Of 125 Mm Dia Blue Upvc Casing Pipe As Per I.S.12818/2016 Cml No.- 5543459 , Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump , Designing, Supplying, Installation, Testing & Commissioning With All Tools & Parts Of Following Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump Suitable For Minimum 125Mm X 115Mm Bore Well As Per Mnre Guideline With Following Specifications & Accessories. , Spv Arrays Contains Specified No Of Same Capacity Type & Specification Modules Connected To Series Or Parallel To Obtained The Required Voltage & Current The Power Output Of Individual Pvmodules Should Be Minimum 200 Watt Peak. , I) The Spv Modules Should Be As Per Iec-61215 And Iec 61730 Part 1.0) , Ii) All External Parts Of Motor Pump Used In Submersible Pump Which Are In Contact Of Water Is Stainless Steel Grade 303 Or Higher As Required. , Iii) The Pv Modules Shouldbe Mounted On Metallic Structure Of Adequate Strength And Appropriate Design Which Can Withstand Load Of Modules & High Wind Pressure Up To 200Km/H. , Iv) The Module Mounting Structure Should Be Hot Dip Galvanized According To Is 4759. , V) To Enhance The Performance Of Spv Water Pumping System & Arrangement For Seasonal Tilt Angle Adjustment Should Be Provided , Vi) Necessary Arrangement Should Be Provided In Controller Automatic Start-Run-Stop Through Out The Day With Water Level Detection System. (As Per Mnre Specification) , Vii) Necessary Protection Such As Lightening Arrestor Etc. Should Be Provided To Protect The Controller & Spv , Viii) The Suction/Delivery Pipe Shall Be Upvc / H.D.P.E. Pipes Of Appropriate Size 60M Or More As Required Minimum Pressure Rating Of 8Kg/Sq Cm- Pe 100 Grade For Pump Up To 3Hp & 10 Kg/Sq Cm- Pe 100 Grade For 5 Hp. , Ix) All Cable Used Shall Be As Per Is 694. Suitable Size Of Cable Shall Be Used In Sufficient Length For Inter Connection Between The Spv Array To Spv Controller And Spv Controller To Solar Power Pump. Provision Of Cable Shall Be As Per Is 14536. , X) The Motor Pump Set Should Have A 5 Years Warranty. , Xi) Control Panel Suitable For Motor Pump With Arrangement Of Dry Run & Over Flow Protection Sensor, Float Switch & Rain Prevention Box. (As Per Mnre Specification) , Xii) The Spv Controller Must Have Ip-65 Protection Or Must Be Housed In Cabinet Having At Least Ip-65 Protection. , Xiii) The System Should Be As Per Mnre Guide Line & Eco-Friendly With Suitable Arrangement To Operate New Pump Manually. , Xiv) With Third Party Inspection Before Dispatch. , Xv) Fitting, Fixing & Mounting On Water Tank Steel Structure. , Xvi) Provision For Web Basedremote Monitoring Of The Pumps To Be Installed Must Be Made Through The Inbuilt Controllers . It Should Be Possible To Ascertain The Daily Water Output, The Power Generated By Pv Array ,The Up And Downtime Of The Pump During The Year, Number Of Days The Pump Was Unused Or Under Breakdown Repairs. , The Following Details Should Be Marked Indelibly On The Motor Pump Set , A) Name Of The Manufacturer Or Distinctive Logo. , B) Model Number. , C) Serial Number. , Solar Submersible Motor Pump (Spv Dc Type) , I) 1 Hp (Dc Pump) With 900 Wp Minimum Watt P.V. Panel As Mnre Pump Head Max Shut-Off Head Up To 120 Mtrs. For Higher Or Lower Head Or In Between Various Modules Output Could Be Decided On Prorates Basis. (As Per Latest Guide Line Of Mnre) , Carrying Out Recuperation/Yield Test For Ascertaining The Discharge Of Constructed Well/ Excavated Profile As Directed By The Iec. The Testout By The Drawing Down Water From The Well/ Profile Below Normal/Subsoil Water Level Up To Full Depth Rise Is Recorded The Normal Water Level/Subsoil Water Level In The Well / Profile As Well As Strainer/Level At Pump As Per Design Of W.S. Scheme Shall Be Recorded Prior To The Test Including Cost Of All Materials, Over Load , Labours Etc. Complete As Directed. , Supplying All Labours, Tools And Equipments For Dismantling Of Head & Water Tank Assembly And Taking Out 32 Mm Dia Old G.I. Pipe, Connecting Rod, Cylinder Assembly The Dismantled Components After Necessary Changing For Making The T/W In Good Condition With All Transportation Including Unused Taken Out Materials Back In Store All Complete Job As Per Direction Of E/I. , Provision Of Solar Night Lamp. , Construction Rcc Foundation For Steel Structurestaging& Solar Panel , Earth Work In Excavation In Foundation Trenches In Ordinary Soil And Disposal Of Excavated Earth As Obtained To A Distance Up To 50.0M ,Including All Lifts, Levelling ,Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design ,Building Specification And Direction Of E/I (Vide Classification Of Soil Item -B) , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads And Lifts Including Cost Of All Materials ,Labour ,Royalty And Taxes All Complete As Per Building Specification And Direction Of E/I(Mode Of Measurement Compacted Volume) , Providing Designation 75 A One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering Taxes Royalty All Complete As Per Building Specification And Direction Of E/I , Providing Pcc M-150 In Nominal Mix Of (1:2:4) In Foundationwith Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I , Providing Rcc M-200 In Nominal Mix Of (1:1.5:3) In Columnswith Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I. , (A)Foundation For Steel Structure Staging , Footing , Vertical Pedestal , Tie Beam , (B)Foundation For Solar Panel , Footing , Vertical Pedestal , Providing For Steel Reinforcement As Per Approved Design And Drawing Excluding Carriage Of T.S. Bar To Work Site Cutting, Bending With Annealed Wire With Cost Of Wire, Removal Of Rust Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. , 10 Mm Dia , 12 Mm Dia , Carriage Of Construction Materials To Work Site Including Loading, Unloading & Stacking Etc. All Complete. , Cement10km Lead , Steel10km Lead , Stone Chips 11Km Lead , Sand36km Lead , Bricks 06Km Lead , Construction Ofgalvanized Tubular Steel Structure Staging For (4.5M) Hdpe Water Storage Tank& Solar Panel. , Providing Structural Steel Galvanised Tubular Hollow Section Work In Trusses, Other Similar Trussed Purlins And Members With All Bracing ,Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge ,Including Cutting Fabricating ,Hoisting , Erecting And Fixing In Position , Making Riveted/Bolted /Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coat Of All Oil Painting & For Structure(Plus) Providing And Applying Materials &Labour For Hot Dip Galvanizing Of Above Structure Including Transportation For Galvanizing Minimum Thickness 80Microns (Net Wt. Of Components To Be Galv) Preferably Tata Structural Section Etc Complete. , Providing Structural Steel Work In Trusses Other Similar Trussed Purlins And Members With Bracing Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge Including Cutting Fabricating Hoisting Erecting And Fixing In Position Making Reverted Bolted Welded Connections One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Etc Complete. , Materials And Labour For Vinyl Painting Of Matter Given By Department In Different Color , Installation Of 2000 Liters Capacity Water Storage Tank , Providing And Fixing Hdpe Container Syntex Or Alike One Piecemolded Water Tank Made Out Of Low Density Polythyler Andbuilt Corrugation Including Of Delivery Up To Destination Hoisting And Fixing Of Accessories Such As Inlet, Outlet Overflow Of All Tanks Capacity 2000.00 Litres Capacity Water Storage Tank , Transportation Charge , Lifting Of 2000 Litrs Capacity Tank Up To 4.5M Height With Lifting Tools With Rope And Labour , Making Hole In Tank , Making Long Screw In G.I. Pipe Including Supplying And Fitting Jam Nuts And Extra Socket Etc. , Rising And Distribution Network With House Connection Up To 10 Nos. Including Platform & Stand Post , Earth Work In Excavation In Foundation Trenches In Hard Soil (Vide Classification Soil Item B) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 Mtr. Including All Lifts, Leveling, Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design, Specification And Direction Of E/I. , Dismantling Plain Cement Concrete Work Including Stacking Serviceable Materials In Countable Stacks Within 15 M Lead And Disposal Of Unserviceable Materials With All Leads All Complete. , Providing Pccm-200 With Nominal Mix Of (1:1.5:3) With Approved Quality Of Stone Chips 20 Mm To 6 Mm Size Graded And Clean Coarse Sand Of Fm 2.5 To 3.0 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Sticking, Curing , Taxes And Royalty All Complete As Per Specification And Direction Of E/I. For Construction Of Road Cutting Portion. , Rising Main , Manufacture, Supply And Delivery Offollowing Nominal Dia Upvc Column Pipes Including Pvc Socket (Coupler), , 65Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:74.5 To 75.2Mm Wall Thickness End:9Mm To 10.7Mm, Barrel 9Mm To 10.7 Mm, Length: 3Mtrs.Rising Main , 50 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:87.5 To 88.2Mm Wall Thickness End:9 .8 Mm To 11.9Mm, Barrel 7.3Mm To 9 Mm, Length: 3Mtrs. Delivery Pipe , Distribution Main , Providing And Supplying High Density Polyethylene Pipe (Hdpe Pipe) Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10. , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe- , 20 Mm Hdpe Pipe- , Providing And Fixing Gun Metal Gate Valvewith C I Wheel Of Approved Quality(Screwed End). , 65 Mm Dia , 50 Mm Dia . , Providing And Supplying High Density Polyethylene(Hdpe )Fittings Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. , Lowering, Laying And Jointing H. D. P. E./M. D.P. E. Pipes In Proper Position Including All Specials By Compression Fitting/Electro Fusion And Butt Fusion Jointing Procedure As Per Relevant Is Code Complete With All Materials For Jointing Procedure Like Electro Fusion Machine, Electric Heater/Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii. , For Rising , 65 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , For Distribution , 65 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , 15 Mm Dia Gi Pipe , Supplying All Materials , Labour And Tools For Fixing 15 Mm Dia G.I. Pipes With Red Lead And Yarn Of Following Nominal Bore With Screwed And Socketed Joints On Wall, Ceiling And Floor Including Supplying And Fitting Of Wall Hooks Or Pipe Clamps, Wooden Plugs, Cutting Pipes To Size And Threading Ends If Required Etc. All Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying And Fixing G.I. Fittings Of Approved Make All Complete As Per Specification And Direction Of E/I. , Elbow 15 Mm Dia. , Reducer Socket 20X15 Mm Dia. , Nipple 15 Mm Dia. , Plain Socket 15 Mm Dia. , Supplying And Fixing G.M. Ferrule Of Approved Make In Existing C.I./D.I. Main Including Drilling And Taping C.I./D.I. Main All Complete As Per Specification And Direction Of E/I. 3 Mm, 6 Mm 10 Mm Dm Ferrule Weight Not Less Than 425 Gram. , Providing And Fixing Gun Metal Full Way Valve Of Approved Quality, All Complete, As Per Specification And Direction Of E/I. , 65 Mm Dia Full Way Valve , 50 Mm Dia And Weight Not Less Than 1.5 Kg. , Providing And Fixing Of Male Ended C.I.Body Brass Spindle Valve And Seat Bib Cock Of Approved Quality With Extra Socketall Complete As Per Specification And Direction Of E/I. , 15 Dia And Weight Not Less Than 400 Gm , Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design.With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5. , Full Way Valve Chamber , Supplying Materials , Labours And Equipments For Construction Of 0.90M X 0.90 M Size P.C.C. (1:2:4) Rectangular Platform With Stand Post In House Including 12 Mm Thick Cement Plaster In C.M. (1:4) With Neat Cement Punning Over Exposed Surfaceall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Providing Brick Masonry Chamber Ofinner Size 600 X 600 X 450 Mm Deep For Bore Well Protection Having 125 Mm Thick Wall And 75 Mm R.C.C Cover Including Cement Plaster Of Exposed Surface, Etc All Complete Job. , Earth Work In Back Filling The Trenches After Laying Different Types And Size Of Pipes With Earth Removed During Excavation Within Initial Lead And Lift As Per Specification And Direction Of Engineer-In-Charge. , Providing Fitting & Fixing 32 Mm To 50 Mm Service Hdpe Saddleall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Annual Operation & Maintenance Cost Based On Existing D/T Well With Solarmotor Pump For 5 Years , O & M Cost For 1St Year , O & M Cost For 2Nd Year , O & M Cost For 3Rd Year , O & M Cost For 4Th Year , O & M Cost For 5Th Year , Provision Of One No Sim Card & Its Recharging Cost For Rmc , Model-1B With Source (Drilled T/W 125/115Dia Mm, 60M Deep) , Tube Well , Drilling Portion , Construction For 115/125 Mm Dia Drilled Tube-Well For Drilling In All Kinds Of Soil Rock For Installation Of Hand Pump With D.T.H Rig Machine All Complete Including Supplying All Materials, Labours, Tools, Drilling, Rigs, Air Compressor And Equipments As Well As Fuel Lubricant For Making 125/115 Mm Dia Boring Etcand Cost Of Transporting Rig Machine And Other Vehicle Up To Site Workas Per Specification And Direction Of Engineer-In-Charge. , (A) Up To 30Mtr. Depth Bellow G.L. In Rural Areas , (B) Beyond 30Mtr.In Rural Areas , Providing All Equipments And Labour For Lowering 125Mm Dia Blue Upvc Casing Pipe As Casing For Protecting The Side From Falling During The Process Of Drilling All Complete Job Including Carriage Of Material To Work Site. , Supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipments For Grouting To Casing Pipe All Complete Job Including Carriage Of Material To Work Site As Per Specification & Direction Of E/I , Supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Direction E/I. , Supplying All Materials Labours And Equipment Including 125 Mm Dia Gi/Ci Cap 125 Mm Dia T/W Properly All Complete And Taking It Out As Per Specification & Direction Of E/I. (The Cap Will Be Property Of Department) , Civil Portion , Supplying All Tools, Equipment, Labours And Lowering 32 Mm Dia G.I. (Medium)Pipe In Dt In 3 Mtr. Length All Complete Job As Per Direction Of E/I. Including Carriage Of Materials. , Supplying All Tools, Labour For Fitting And Fixing Deep Well Cylinder With Necessary Connecting Rod All Complete Job As Per Specification & Direction Of E/I. , Supplying All Materials, Labours For Fitting And Fixing Of India Mark Ii Hand Pump With All Accessories All Job Complete As Per Direction Of E/I. Including Carriage Of Materials. , Supplying All Materials, Labours And Equipment For Constructing Pcc (1:2:4) Circular Platform Around Each Drilled Tube Well Including 12Mm Thick Cement Plaster (1:4) With Neat Cement Punning Over Exposed Surface As Per Unicef Design Etc. All Complete. Including Carriage Of Materials. , Supplying All Materials Labour And Equipment For Constructing Pcc (1:2:4) Drain As Per Unicef Design Etc. All Complete .Including Carriage Of Materials. , Add Extra Item For Supplying Tools, Labours And Materials For Painting, Numbering And Year For Construction Of T/Well And Taking Of Colour Photograph With Two Or Three Nearest Persons Including Platform, Drain, Soak Pit And Also Longitude & Latitude, Details Of T/W Such As Total Depth, Casing Depth, Static Water Level, Drawdown, Discharge, Strata Chart, Beneficiary Population Etc In Separate Sheet/Format All Complete As Per Direction Of E/I. , Cost Of Materials , Cost Of Standard I.S.I. Mark Deep Well Hand Pump For India Mark-Ii, I.S.I. 15500 (Part 2) / 2004 With Latest Revision Including 12Mm X 3 Meter Long 8 No. Connecting Rods Made Of Bright Bar Electro-Galvanized Fitted With Coupler & Normal Stand Assembly Recommended For Use With Cylinder Assembly Suitable For Bore Wellcasing Pipe. , Cost Of 32 Mm Dia Gi Pipe (Medium) 3 Mtrs Long Screwed At Both Ends With Seamless Socket As Per Is:1239(Part 1990). , Cost Of 125 Mm Dia Blue Upvc Casing Pipe As Per I.S.12818/2016 Cml No.- 5543459 , Rcc Foundation For Steel Structurestaging& Solar Panel , Earth Work In Excavation In Foundation Trenches In Ordinary Soil And Disposal Of Excavated Earth As Obtained To A Distance Up To 50.0M ,Including All Lifts, Levelling ,Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design ,Building Specification And Direction Of E/I(Vide Classification Of Soil Item -B) , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads And Lifts Including Cost Of All Materials ,Labour ,Royalty And Taxes All Complete As Per Building Specification And Direction Of E/I , Back Filling , Providing Nominal Mix Pcc Of (1:2:4) In Foundationwith Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I , Providing Rcc M-20 In Nominal Mix Of (1:1.5:3) In Columnswith Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I. , (A)Foundation For Steel Structure Staging , Footing And Vertical Pedestal Raft , Column , Tie Beam , (B)Foundation For Solar Panel , Footing , Vertical Pedestal , Providing For Steel Reinforcement As Per Approved Design And Drawing Excluding Carriage Of T.S. Bar To Work Site Cutting, Bending With Annealed Wire With Cost Of Wire, Removal Of Rust Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. , (A) Foundation For Steel Structure Staging , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Galvanized Tubular Steel Structure Staging Forhdpe Water Storage Tank& Solar Panel , Providing Structural Steel Galvanisedsqure Pipe Section Work In Trusses, Other Similar Trussed Purlins And Members With All Bracing ,Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge ,Including Cutting Fabricating ,Hoisting , Erecting And Fixing In Position , Making Riveted/Bolted /Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coat Of All Oil Painting & For Structure(Plus) Providing And Applying Materials &Labour For Hot Dip Galvanizing Of Above Structure Including Transportation For Galvanizing Minimum Thickness 80Microns (Net Wt. Of Components To Be Galv) Preferably Tata Structural Section Etc Complete. , Hardware (L.S.) , Information Board For Iec , Providing Structural Steel Work In Trusses Other Similar Trussed Purlins And Members With Bracing Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge Including Cutting Fabricating Hoisting Erecting And Fixing In Position Making Reverted Bolted Welded Connections One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Etc Complete , Installation Of 5000 Liters Capacity Water Storage Tank , Providing And Fixing Hdpe Container Syntex Or Alike One Piecemolded Water Tank Made Out Of Low Density Polythyler Andbuilt Corrugation Including Of Delivery Up To Destination Hoisting And Fixing Of Accessories Such As Inlet, Outlet Overflow Of All Tanks Capacity 5000.00 Litres Capacity Water Storage Tank , Transportation Charge , Lifting Of 5000 Litrs Capacity Tank Up To 4.00M Height With Lifting Tools With Rope And Labour , Making Hole In Tank , Making Long Screw In G.I. Pipe Including Supplying And Fitting Jam Nuts And Extra Socket Etc. , Rising And Distribution Network With House Connection Up To 20 Nos. Including Platform & Stand Post , Earth Work In Excavation In Foundation Trenches In Hard Soil (Vide Classification Soil Item B) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 Mtr. Including All Lifts, Leveling, Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design, Specification And Direction Of E/I. , Dismantling Plain Cement Concrete Work Including Stacking Serviceable Materials In Countable Stacks Within 15 M Lead And Disposal Of Unserviceable Materials With All Leads All Complete , Providing Pccm-200 With Nominal Mix Of (1:1.5:3) With Approved Quality Of Stone Chips 20 Mm To 6 Mm Size Graded And Clean Coarse Sand Of Fm 2.5 To 3.0 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Sticking, Curing , Taxes And Royalty All Complete As Per Specification And Direction Of E/I. For Construction Of Road Cutting Portion , Rising Main , Manufacture, Supply And Delivery Offollowing Nominal Dia Upvc Column Pipes Including Pvc Socket (Coupler), , 65Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:74.5 To 75.2Mm Wall Thickness End:9Mm To 10.7Mm, Barrel 9Mm To 10.7 Mm, Length: 3Mtrs.Rising Main , 50 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:87.5 To 88.2Mm Wall Thickness End:9 .8 Mm To 11.9Mm, Barrel 7.3Mm To 9 Mm, Length: 3Mtrs. Delivery Pipe , Distribution , Providing And Supplying High Density Polyethylene Pipe (Hdpe Pipe) Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing And Fixing Gun Metal Gate Valvewith C I Wheel Of Approved Quality(Screwed End). , 65 Mm Dia , 50Mm Dia , Providing And Supplying High Density Polyethylene(Hdpe )Fittings Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. , Lowering, Laying And Jointing H. D. P. E./M. D.P. E. Pipes In Proper Position Including All Specials By Compression Fitting/Electro Fusion And Butt Fusion Jointing Procedure As Per Relevant Is Code Complete With All Materials For Jointing Procedure Like Electro Fusion Machine, Electric Heater/Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii. , For Rising , 50 Mm Hdpe Pipe , 65 Mm Hdpe Pipe , Distribution , 65 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing 15 Mm Dia. G.I. Pipe Tata Or Equivalent Make As Per Is 1239 (Part 1/2004) Isi Mark /Medium Quality In Stand Post. , Supplying All Materials , Labour And Tools For Fixing 15 Mm Dia G.I. Pipes With Red Lead And Yarn Of Following Nominal Bore With Screwed And Socketed Joints On Wall, Ceiling And Floor Including Supplying And Fitting Of Wall Hooks Or Pipe Clamps, Wooden Plugs, Cutting Pipes To Size And Threading Ends If Required Etc. All Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying And Fixing G.I. Fittings Of Approved Make All Complete As Per Specification And Direction Of E/I. , Elbow 15 Mm Dia. , Reducer Socket 20X15 Mm Dia. , Nipple 15 Mm Dia. , Plain Socket 15 Mm Dia. , Supplying And Fixing G.M. Ferrule Of Approved Make In Existing C.I./D.I. Main Including Drilling And Taping C.I./D.I. Main All Complete As Per Specification And Direction Of E/I. 3 Mm, 6 Mm 10 Mm Dm Ferrule Weight Not Less Than 425 Gram. , Providing And Fixing Gun Metal Full Way Valve Of Approved Quality, All Complete, As Per Specification And Direction Of E/I. , 65 Mm Dia Full Way Valve , 50 Mm Dia And Weight Not Less Than 1.5 Kg. , Providing And Fixing Of Male Ended C.I.Body Brass Spindle Valve And Seat Bib Cock Of Approved Quality With Extra Socketall Complete As Per Specification And Direction Of E/I. , 15 Dia And Weight Not Less Than 400 Gm , Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design.With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5. Full Way Valve Chamber , Supplying Materials , Labours And Equipments For Construction Of 0.90M X 0.90 M Size P.C.C. (1:2:4) Rectangular Platform With Stand Post In House Including 12 Mm Thick Cement Plaster In C.M. (1:4) With Neat Cement Punning Over Exposed Surfaceall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Providing Brick Masonry Chamber Ofinner Size 600 X 600 X 450 Mm Deep For Bore Well Protection Having 125 Mm Thick Wall And 75 Mm R.C.C Cover Including Cement Plaster Of Exposed Surface, Etc All Complete Job , Earth Work In Back Filling The Trenches After Laying Different Types And Size Of Pipes With Earth Removed During Excavation Within Initial Lead And Lift As Per Specification And Direction Of Engineer-In-Charge. , Providing Fitting & Fixing 32 Mm To 50 Mm Service Hdpe Saddleall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump , Designing, Supplying, Installation, Testing & Commissioning With All Tools & Parts Of Following Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump Suitable For Minimum 125Mm X 115Mm Bore Well As Per Mnre Guideline With Following Specifications & Accessories. , Spv Arrays Contains Specified No Of Same Capacity Type & Specification Modules Connected To Series Or Parallel To Obtained The Required Voltage & Current The Power Output Of Individual Pvmodules Should Be Minimum 200 Watt Peak. , I) The Spv Modules Should Be As Per Iec-61215 And Iec 61730 Part 1.0) , Ii) All External Parts Of Motor Pump Used In Submersible Pump Which Are In Contact Of Water Is Stainless Steel Grade 303 Or Higher As Required. , Iii) The Pv Modules Shouldbe Mounted On Metallic Structure Of Adequate Strength And Appropriate Design Which Can Withstand Load Of Modules & High Wind Pressure Up To 200Km/H. , Iv) The Module Mounting Structure Should Be Hot Dip Galvanized According To Is 4759. , V) To Enhance The Performance Of Spv Water Pumping System & Arrangement For Seasonal Tilt Angle Adjustment Should Be Provided , Vi) Necessary Arrangement Should Be Provided In Controller Automatic Start-Run-Stop Through Out The Day With Water Level Detection System. (As Per Mnre Specification) , Vii) Necessary Protection Such As Lightening Arrestor Etc. Should Be Provided To Protect The Controller & Spv , Viii) The Suction/Delivery Pipe Shall Be Upvc / H.D.P.E. Pipes Of Appropriate Size 60M Or More As Required Minimum Pressure Rating Of 8Kg/Sq Cm- Pe 100 Grade For Pump Up To 3Hp & 10 Kg/Sq Cm- Pe 100 Grade For 5 Hp. , Ix) All Cable Used Shall Be As Per Is 694. Suitable Size Of Cable Shall Be Used In Sufficient Length For Inter Connection Between The Spv Array To Spv Controller And Spv Controller To Solar Power Pump. Provision Of Cable Shall Be As Per Is 14536. , X) The Motor Pump Set Should Have A 5 Years Warranty. , Xi) Control Panel Suitable For Motor Pump With Arrangement Of Dry Run & Over Flow Protection Sensor, Float Switch & Rain Prevention Box. (As Per Mnre Specification) , Xii) The Spv Controller Must Have Ip-65 Protection Or Must Be Housed In Cabinet Having At Least Ip-65 Protection. , Xiii) The System Should Be As Per Mnre Guide Line & Eco-Friendly With Suitable Arrangement To Operate New Pump Manually. , Xiv) With Third Party Inspection Before Dispatch. , Xv) Provision For Web Basedremote Monitoring Of The Pumps To Be Installed Must Be Made Through The Inbuilt Controllers . It Should Be Possible To Ascertain The Daily Water Output, The Power Generated By Pv Array ,The Up And Downtime Of The Pump During The Year, Number Of Days The Pump Was Unused Or Under Breakdown Repairs. , The Following Details Should Be Marked Indelibly On The Motor Pump Set , A) Name Of The Manufacturer Or Distinctive Logo. , B) Model Number. , C) Serial Number. , Solar Submersible Motor Pump (Spv Dc Type) , I) 1 Hp (Dc Pump) With 900 Wp Minimum Watt P.V. Panel As Mnre Pump Head Max Shut-Off Head Up To 120 Mtrs. For Higher Or Lower Head Or In Between Various Modules Output Could Be Decided On Prorates Basis. (As Per Latest Guide Line Of Mnre) , Carrying Out Recuperation/Yield Test For Ascertaining The Discharge Of Constructed Well/ Excavated Profile As Directed By The Iec. The Testout By The Drawing Down Water From The Well/ Profile Below Normal/Subsoil Water Level Up To Full Depth Rise Is Recorded The Normal Water Level/Subsoil Water Level In The Well / Profile As Well As Strainer/Level At Pump As Per Design Of W.S. Scheme Shall Be Recorded Prior To The Test Including Cost Of All Materials, Over Load , Labours Etc. Complete As Directed. , Supplying All Labours, Tools And Equipments For Dismantling Of Head & Water Tank Assembly And Taking Out 32 Mm Dia Old G.I. Pipe, Connecting Rod, Cylinder Assembly The Dismantled Components After Necessary Changing For Making The T/W In Good Condition With All Transportation Including Unused Taken Out Materials Back In Store All Complete Job As Per Direction Of E/I. (As Per Model Estimate Of Solar Energy Based Mini Wss. Ts Done By Se, Ranchi Circle & Circle Gumla Dt. 21.05.2019) , Provision Of Solar Night Lamp. , Galvanised Chain-Line Mess Fencing Around Solar Panel Where Bore Well Is Away From Tower , Making 30 Cm (12) Dia Bore Up To 4M Below Ground With Hand Auger Of Approved Quality In Ordinary Soil (Vide Classification Of Soil Item-A) True To Plum And Without Eccentricity In Any Stage Of Operation And Disposal Of The Exacavated Earth Up To 50M Lead Including All Lifts All Complete As Per Approved Design And Direction Of E/I. , Providing Pcc M-150 In Nominal Mix Of (1:2:4) In Foundationwith Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5 To 3 Including Screening Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Curing, Taxes And Royalty All Complete As Per Building Specification Direction Of E/I. , Labour Cost Of Fitting And Fixing Galvanised Chain-Link Mess Up Height Of 2 M Including Cost Of Staples (But Excluding The Cost Of Cement Concete Angle Iron Posts, Its Cutting And Making Holes, Nuts And Bolts) All Complete As Per Specification And Direction Of E/I. , Drilling 6Mm Dia Holes In M.S Angle Iron For Fixing Of Stables Etc. As Per Building Specification And Direction Of E/I. , Labour Cost Cutting Of M.S Angle Iron Posts To Required Length, One End Splitted As Fish Tailed In A Length Of 150Mm Complete As Per Building Sepcification And Direction Of E/I. , Supplying, Fitting And Fixing Straining Bolts With Nut Size 22Cm*10Mm Dia Tighten The Barbed Wire With Corner Post Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing Galvanised Chain -Link Mess Having 3Mm Thick Wire Cell Type 40 X 40 Mm Fitted On M.S. Angle Frame With Two Diagonals Having 25X25x5mm Size Angle Including Cost Of Fabrication, Providing Necessary Bocking Arrangement With Haskal And Domny Duly Fixed In Angle Post, Applying A Priming Red Lead Paint Over Steel Work, Taxes Excluding The Cost Of Galvanised Chain-Link Mess All Complete. , Cost Of Galvanised Chain-Link Mess Having 3 Mm Thick Wire Cell Type 40X40 Mm Not Less Than 3.1 Kg/Sqm , Cost Of 50 X 50 X 6 Mm M.S Angle , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Annual Operation & Maintenance Cost Based On Existing D/T Well With Solarmotor Pump For 5 Years , O & M Cost For 1St Year (Excluding Repair Charges) , O & M Cost For 2Nd Year With Annual Repair Charges , O & M Cost For 3Rd Year , O & M Cost For 4Th Year , O & M Cost For 5Th Year , Provision Of One No Sim Card & Its Recharging Cost For Rmc , Model- 02 (8000 Litre 8 Meter Staging) , Construction Of 125 Mm X 115 Mm X 90.0 M Deep Drilled Tube Well , Supplying All Materials, Labour And Tools And Equipment For Drilling 125 X 115 Mm Dia Bore Well In Any Kinds Of Soil And Rocks By Using D.T.H. Super Rig Machine And Ball Hammer Technology Including All Technology Inclusive Of Mobilization, Demobilization Of Rigs Air Compressor All Accessories Of Rigs Tools And Plant Labour Etc. All Complete Job Including Transportation Charge Cost Of Flushing Charge, Geographical Investigation Etc. All Complete , (A) 0.00M Up To 30.00M Depth Below G.L. In Rural Areas , (B) 30.000M Up To 120.00M Depth Beyond . In Rural Areas , Basic Rate Of 125Mmdia Blue Upvc Casingpipe Confirming To I.S.I . Latest Revision Is(12818)/2016 , Supplying All Materials, Labour And Inserting Upvc Bluepipe 125 Mm Internal Dia Casing Pipe For Protecting The Bore Hole In Over Burden Up To Hard Surface As Per Is 12818-1392 With Latest Revision All Complete Job With Taxesas Per Specification And Direction Of E/I. , Supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipment’S For Grouting Casing Pipe , Supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Direction E/I. , Supplying Laboursand Equipment’S Including 125 Mm Dia G.I. Cap & Fittingand Fixing Over Thecasing Pipe Of Bore Well Properly And Taking It Out As Per Direction Of E/I. , Supplyingmaterials And Labours For Constructing Bore Well Chamber Of 75 B Designation Brick Masonry Chamber 600 Mm X 450 Mm And 750 Mm Deep Internal Dimension Having 250Mm Thickness In Cement Mortar 1:6 Including 12Mm Cement Plaster 1:6 With 600 Mm X 475 Mm Rcc Cover With Earth Work In Excavation And 75 Mm Thick Pcc (1:3:6) In Foundation And Refilling All Complete As Per Specification And Direction Of E/I. , 2 H.P. D.C. Solarmotor Pump Complete Set , Designing, Supplying, Installation, Testing & Commissioning With All Tools & Parts Of Following Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump Suitable For Minimum 125Mm X 115Mm Bore Well As Per Mnre Guideline With Following Specifications & Accessories. , Spv Arrays Contains Specified No Of Same Capacity Type & Specification Modules Connected To Series Or Parallel To Obtained The Required Voltage & Current The Power Output Of Individual Pvmodules Should Be Minimum 200 Watt Peak. , I) The Spv Modules Should Be As Per Iec-61215 And Iec 61730 Part 1.0) , Ii) All External Parts Of Motor Pump Used In Submersible Pump Which Are In Contact Of Water Is Stainless Steel Grade 303 Or Higher As Required. , Iii) The Pv Modules Shouldbe Mounted On Metallic Structure Of Adequate Strength And Appropriate Design Which Can Withstand Load Of Modules & High Wind Pressure Up To 200Km/H. , Iv) The Module Mounting Structure Should Be Hot Dip Galvanized According To Is 4759. , V) To Enhance The Performance Of Spv Water Pumping System & Arrangement For Seasonal Tilt Angle Adjustment Should Be Provided , Vi) Necessary Arrangement Should Be Provided In Controller Automatic Start-Run-Stop Through Out The Day With Water Level Detection System. (As Per Mnre Specification) , Vii) Necessary Protection Such As Lightening Arrestor Etc. Should Be Provided To Protect The Controller & Spv , Viii) The Suction/Delivery Pipe Shall Be Upvc / H.D.P.E. Pipes Of Appropriate Size 60M Or More As Required Minimum Pressure Rating Of 8Kg/Sq Cm- Pe 100 Grade For Pump Up To 3Hp & 10 Kg/Sq Cm- Pe 100 Grade For 5 Hp. , Ix) All Cable Used Shall Be As Per Is 694. Suitable Size Of Cable Shall Be Used In Sufficient Length For Inter Connection Between The Spv Array To Spv Controller And Spv Controller To Solar Power Pump. Provision Of Cable Shall Be As Per Is 14536. , X) The Motor Pump Set Should Have A 5 Years Warranty. , Xi) Control Panel Suitable For Motor Pump With Arrangement Of Dry Run & Over Flow Protection Sensor, Float Switch & Rain Prevention Box. (As Per Mnre Specification) , Xii) The Spv Controller Must Have Ip-65 Protection Or Must Be Housed In Cabinet Having At Least Ip-65 Protection. , Xiii) The System Should Be As Per Mnre Guide Line & Ecofriendly With Suitable Arrangement To Operate New Pump Manually. , Xiv) With Third Party Inspection Before Dispatch. , Xv) Provision For Web Basedremote Monitoring Of The Pumps To Be Installed Must Be Made Through The Inbuilt Controllers . It Should Be Possible To Ascertain The Daily Water Output, The Power Generated By Pv Array ,The Up And Downtime Of The Pump During The Year, Number Of Days The Pump Was Unused Or Under Breakdown Repairs. , The Following Details Should Be Marked Indelibly On The Motor Pump Set , A) Name Of The Manufacturer Or Distinctive Logo. , B) Model Number. , C) Serial Number. , Solar Submersible Motor Pump (Spv Dc Type) , I) 2 Hp (Dc Pump) With 1800 Wp Minimum Watt P.V. Panel As Mnre Pump Head Max Shut-Off Head Up To 100 Mtrs. For Higher Or Lower Head Or In Between Various Modules Output Could Be Decided On Prorates Basis. (As Per Latest Guide Line Of Mnre) , Provision Of Solar Night Lamp. , 8000 Litre Capacityr.C.C. Water Tank (2.1 X 2.1 X 2.1 M Internal Size) With 8 M Staging Having Utility Room At Ground Level , Earth Work In Excavation In Foundation Trenches In Ordinary Soil (Vide Classification Of Soil Item-B ) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 M Including All Lifts,Levelling,Ramming The Foundation Trenches, Removing Roots Of Trees Shrubs All Complete As Per Approved Design, Building Specification And Direction Of E/I. , Providing P.C.C.M-150 In Nominal Mix Of (1:2:4) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including Screening, Mixing Cement Concrete In Mixer And Placing In Position,Vibrating,Curing,Taxes And Royalty All Complete As Per Building Specification Direction Of E/I. , Providing And Laying In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal For Rcc Work In Foundation Like Raft, Grillage, Strip Foundation And Footing Of Rcc Columns And Steel Stanchions Including Normal Dewatering, Plywood Form Work, Bully/Steel Propups, Compaction, Finishing Andcuring, Etc, Complete. (By Weigh Batching And Mix Design For M-250Only. Use Of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted.) , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only.Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , G.L To Above Roof Of Utility Room , Column Utility Room, Roof Beam To Tank Beam M-25 , Column Tank Beam To Tank Roof M-25 , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , Bracing , Beam Of Tank Floor , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) (Excluding M.S, Or Tor Reinforcement) For Rcc M-300 Grade Slabs / Landings / Vertical Walls Section-G-Plain And Reinforced Cement Concrete , Tank Floor Roof M-30 , Tank Roof Top M-25 , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads Including Cost Of Materials,Labours,Royalityand Taxes All Complete As Per Building Specification And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 100 A One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering, Taxes Royalty All Complete As Per Building Specification And Direction Of E/I. , Filling In Foundation Trenches And Plinth In Layers Not Exceeding 150Mm Thick, Well Watered,Rammed,Fully Compacted And Fine Dressed With Earth Obtained From Excavation Of Foundation Trenches Within A Lead Of 50M And Lift Of 1.5M All Complete As Per Building Specifications And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 75 A Brick Work In C.M(1:6) In Foundation And Plinth With Approved Quality Of Clean Coarse Sand Of F.M.2 To2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints To 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Designation 75A Brick Work In C.M(1:6) In Superstructure With Approved Quality Of Clean Coarse Sand Of F.M 2 To 2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Bldg. Specification And Direction Of E/I. , Providing R.C.C.M-200 In Nominal Mix Of (1:1.5:3) In Lintel With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Of F.M 2.5 To 3 Including Screening, Centering, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating Striking, Curing(But Excluding The Cost Of Reinforcement),Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Av.63 Mm Thick R.C.C M-200 In Nominal Mix Of (1:1.5:3) Chhajja With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including In Mixer And Placing In Position,Vibrating,Striking,6Mm Cement Plaster(1:4) In Ceiling And Sides Of Chhajja With Sand Of F.M 1.5, Curing(But Excluding The Cost Of Reinforcement) Taxes, And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing T.M.T Steel Reinforcement Of Different Dia Rods As Per Approved Design And Drawing Including Carriage Of M.S Bars To Work Site, Cutting Bending And Binding With Annealed Wire With Cost Of Wire, Removal Of Rust, Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing M.S Grill Made Of 20*6 Mmm.S Flats As Per Approved Design And Drawing, Properly Fabricated With Joints Continuous Fillet Welded And Finished Smooth, Carriage Of Grill To Work Site, Hoisting As Per Building Specification And Direction Of E/I. , Providing And Fixing Fan Hooks Of 16 Mm Dia M.S.Bar & 1 Meter Long Bent To Required Size And Shape, Placed In Position And Fixed In The R.C.C. Slab/Beam At The Time Ofcasting All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing 20 Gauge G.C.I Sheet Gate Fitted On M.S Angle Frame Of Size60*60*6 Mm Including Cost Of Fabrication, Providing Necessary Locking Arrangement With Haskal And Domny Duly Fixed In C/C(1:2:4) Blocks Of Required Size, Applying A Priming Red Lead Paint Over Steel Work, Taxes All Complete As Per Drawing Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:4) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:6) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 6 Mm Cement Plaster (1:4 ) In Ceiling With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With Floating Coat Of Neat Cement In Skirting Including Rounding Of Junctions With Floor,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 19 Mm Water Proof Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With 5% Cico Or Any Other Approved Water Proofing Compound Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 1.5 Mm Cement Punning Including Curing, Carriage Of Water With All Leads And Lifts As Per Building Specification And Direction Of E/I. , Providing Two Coats Of Snowcem Of Approved Shade And Make Over Old Surface Including Washing, Cleaning, Sand Papering The Wall,Scaffolding,Curing And Taxes All Complete As Per Building Specification & Direction Of E/I. , Extra For Each Coat Of Cement Wash, Distemper Paint Or Snowcem Over Exterior Surface For Each Consecutive Floor Above First Floor Including Scaffolding Etc All Complete As Per Building Specification & Direction Of E/I. , Providing Two Coats Of Synthetic Enamel Paint Of Approved Shade And Make Over Steel Surface Throughly,Scaffolding And Taxes All Papering Including Cost Of Scaffolding And Taxes All Complete As Per Building Specification & Direction Of E/I. , Providing And Fixing G.I. Pipe Railing Having 1.0 M Height Consisting 50 X 50 X 6 Mm Thick M. S. Angles As Verticals At 1.5 M C/C, And Additional Posts At Every Corner With 3 Rows Of 25 Mm Dia G.I. Pipes Of Medium Class Variety As Horizontal And Painting 3 Coats Of Oil Paint Over 1 Coat Of Anticorrosive Paint Of Approved Colour And Shade Including Cost Of All Labour, Transporting Bends To Curved Shape, Etc. Complete. , Providing And Fixing In Position M.S. Ladder 0.50 M Wide Consisting Of 75 X 10 Mm M.S. Flats As Stringers And 16 Mm Dia M.S. Bars In Double Rows As Steps Placed At 25 Cm C/C Including Cost Of Material And Labour Involved, Welding, Anchoring And Applying 3 Coat Of Anti-Corrosive Paint, Etc. Complete As Directed By Engineer-In-Charge. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Distribution Network & House Connection20 -40 Nos. Including Platform & Stand Post , Earth Work In Excavation In Foundation Trenches In Hard Soil (Vide Classification Soil Item B) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 Mtr. Including All Lifts, Leveling, Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design, Specification And Direction Of E/I. , Dismantling Plain Cement Concrete Work Including Stacking Serviceable Materials In Countable Stacks Within 15 M Lead And Disposal Of Unserviceable Materials With All Leads All Complete. , Providing Pccm-200 With Nominal Mix Of (1:1.5:3) With Approved Quality Of Stone Chips 20 Mm To 6 Mm Size Graded And Clean Coarse Sand Of Fm 2.5 To 3.0 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Sticking, Curing , Taxes And Royalty All Complete As Per Specification And Direction Of E/I. , Rising Main , Manufacture, Supply And Delivery Offollowing Nominal Dia Upvc Column Pipes Including Pvc Socket (Coupler), , 65Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:74.5 To 75.2Mm Wall Thickness End:9Mm To 10.7Mm, Barrel 9Mm To 10.7 Mm, Length: 3Mtrs.Rising Main , 50 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:87.5 To 88.2Mm Wall Thickness End:9 .8 Mm To 11.9Mm, Barrel 7.3Mm To 9 Mm, Length: 3Mtrs. Delivery Pipe , Distribution , Providing And Supplying High Density Polyethylene Pipe (Hdpe Pipe) Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing And Fixing Gun Metal Gate Valvewith C I Wheel Of Approved Quality(Screwed End). , 65 Mm Dia. , 50 Mm Dia. , Providing And Supplying High Density Polyethylene(Hdpe )Fittings Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , Lowering, Laying And Jointing H. D. P. E./M. D.P. E. Pipes In Proper Position Including All Specials By Compression Fitting/Electro Fusion And Butt Fusion Jointing Procedure As Per Relevant Is Code Complete With All Materials For Jointing Procedure Like Electro Fusion Machine, Electric Heater/Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii. , For Rising , 65 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , Distribution , 65 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing 15 Mm Dia. G.I. Pipe Tata Or Equivalent Make As Per Is 1239 (Part 1/2004) Isi Mark /Medium Quality In Stand Post. , Supplying All Materials , Labour And Tools For Fixing 15 Mm Dia G.I. Pipes With Red Lead And Yarn Of Following Nominal Bore With Screwed And Socketed Joints On Wall, Ceiling And Floor Including Supplying And Fitting Of Wall Hooks Or Pipe Clamps, Wooden Plugs, Cutting Pipes To Size And Threading Ends If Required Etc. All Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying And Fixing G.I. Fittings Of Approved Make All Complete As Per Specification And Direction Of E/I. , Elbow 15 Mm Dia. , Reducer Socket 20X15 Mm Dia. , Nipple 15 Mm Dia. , Plain Socket 15 Mm Dia. , Supplying And Fixing G.M. Ferrule Of Approved Make In Existing C.I./D.I. Main Including Drilling And Taping C.I./D.I. Main All Complete As Per Specification And Direction Of E/I. 3 Mm, 6 Mm 10 Mm Dm Ferrule Weight Not Less Than 425 Gram. , Providing And Fixing Of Male Ended C.I.Body Brass Spindle Valve And Seat Bib Cock Of Approved Quality With Extra Socketall Complete As Per Specification And Direction Of E/I. , 15 Dia And Weight Not Less Than 400 Gm , Providing And Fixing Gun Metal Full Way Valve Of Approved Quality, All Complete, As Per Specification And Direction Of E/I. , 65 Mm Dia Full Way Valve , 50 Mm Dia And Weight Not Less Than 1.5 Kg , Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5. Full Way Valve Chamber , Providing Brick Masonry Chamber Ofinner Size 600 X 600 X 450 Mm Deep For Bore Well Protection Having 125 Mm Thick Wall And 75 Mm R.C.C Cover Including Cement Plaster Of Exposed Surface, Etc All Complete Job , Supplying Materials , Labours And Equipments For Construction Of 0.90M X 0.90 M Size P.C.C. (1:2:4) Rectangular Platform With Stand Post In House Including 12 Mm Thick Cement Plaster In C.M. (1:4) With Neat Cement Punning Over Exposed Surfaceall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Earth Work In Back Filling The Trenches After Laying Different Types And Size Of Pipes With Earth Removed During Excavation Within Initial Lead And Lift As Per Specification And Direction Of Engineer-In-Charge. , Providing Fitting & Fixing 32 Mm To 50 Mm Service Hdpe Saddleall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Annual Operation & Maintenance Cost Based On Existing D/T Well With Solarmotor Pump For 5 Years , O & M Cost For 1St Year (Excluding Repair Charges) , O & M Cost For 2Nd Year With Annual Repair Charges , O & M Cost For 3Rd Year , O & M Cost For 4Th Year , O & M Cost For 5Th Year , Provision Of One No Sim Card & Its Recharging Cost For Rmc (01 Sim Each Year) , Model- 03 (12000 Litre 10 M Staging) , Construction Of 125 Mm X 115 Mm X 90.0 M Deep Drilled Tube Well (2 Nos Of Dt) , Supplying All Materials, Labour And Tools And Equipment For Drilling 125 X 115 Mm Dia Bore Well In Any Kinds Of Soil And Rocks By Using D.T.H. Super Rig Machine And Ball Hammer Technology Including All Technology Inclusive Of Mobilization, Demobilization Of Rigs Air Compressor All Accessories Of Rigs Tools And Plant Labour Etc. All Complete Job Including Transportation Charge Cost Of Flushing Charge, Geographical Investigation Etc. All Complete , (A) 0.00M Up To 30.00M Depth Below G.L. In Rural Areas , (B) 30.000M Up To 120.00M Depth Beyond . In Rural Areas , Basic Rate Of 125Mmdia Blue Upvc Casingpipe Confirming To I.S.I . Latest Revision Is(12818)/2016 , Supplying All Materials, Labour And Inserting Upvc Bluepipe 125 Mm Internal Dia Casing Pipe For Protecting The Bore Hole In Over Burden Up To Hard Surface As Per Is 12818-1392 With Latest Revisionall Complete Job With Taxesas Per Specification And Direction Of E/I. , Supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipment’S For Grouting Casing Pipe , Supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Direction E/I. , Supplying Laboursand Equipment’S Including 125Mm Dia G.I. Cap & Fittingand Fixing Over Thecasing Pipe Of Bore Well Properly And Taking It Out As Per Direction Of E/I. , Supplyingmaterials And Labours For Constructing Bore Well Chamber Of 75B Designation Brick Masonry Chamber 600Mmx450mm And 750Mm Deep Internal Dimension Having 250Mm Thickness In Cement Mortar 1:6 Including 12Mm Cement Plaster 1:6 With 600Mmx475mm Rcc Cover With Earth Work In Excavation And 75Mm Thick Pcc(1:3:6) In Foundation And Refilling All Complete As Per Specification And Direction Of E/I. , 2 H.P. D.C. Solarmotor Pump Complete Set , Designing, Supplying, Installation, Testing & Commissioning With All Tools & Parts Of Following Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump Suitable For Minimum 125Mm X 115Mm Bore Well As Per Mnre Guideline With Following Specifications & Accessories. , Spv Arrays Contains Specified No Of Same Capacity Type & Specification Modules Connected To Series Or Parallel To Obtained The Required Voltage & Current The Power Output Of Individual Pvmodules Should Be Minimum 200 Watt Peak. , I) The Spv Modules Should Be As Per Iec-61215 And Iec 61730 Part 1.0) , Ii) All External Parts Of Motor Pump Used In Submersible Pump Which Are In Contact Of Water Is Stainless Steel Grade 303 Or Higher As Required. , Iii) The Pv Modules Shouldbe Mounted On Metallic Structure Of Adequate Strength And Appropriate Design Which Can Withstand Load Of Modules & High Wind Pressure Up To 200Km/H. , Iv) The Module Mounting Structure Should Be Hot Dip Galvanized According To Is 4759. , V) To Enhance The Performance Of Spv Water Pumping System & Arrangement For Seasonal Tilt Angle Adjustment Should Be Provided , Vi) Necessary Arrangement Should Be Provided In Controller Automatic Start-Run-Stop Through Out The Day With Water Level Detection System. (As Per Mnre Specification) , Vii) Necessary Protection Such As Lightening Arrestor Etc. Should Be Provided To Protect The Controller & Spv , Viii) The Suction/Delivery Pipe Shall Be Upvc / H.D.P.E. Pipes Of Appropriate Size 60M Or More As Required Minimum Pressure Rating Of 8Kg/Sq Cm- Pe 100 Grade For Pump Up To 3Hp & 10 Kg/Sq Cm- Pe 100 Grade For 5 Hp. , Ix) All Cable Used Shall Be As Per Is 694. Suitable Size Of Cable Shall Be Used In Sufficient Length For Inter Connection Between The Spv Array To Spv Controller And Spv Controller To Solar Power Pump. Provision Of Cable Shall Be As Per Is 14536. , X) The Motor Pump Set Should Have A 5 Years Warranty. , Xi) Control Panel Suitable For Motor Pump With Arrangement Of Dry Run & Over Flow Protection Sensor, Float Switch & Rain Prevention Box. (As Per Mnre Specification) , Xii) The Spv Controller Must Have Ip-65 Protection Or Must Be Housed In Cabinet Having At Least Ip-65 Protection. , Xiii) The System Should Be As Per Mnre Guide Line & Ecofriendly With Suitable Arrangement To Operate New Pump Manually. , Xiv) With Third Party Inspection Before Dispatch. , Xv) Provision For Web Basedremote Monitoring Of The Pumps To Be Installed Must Be Made Through The Inbuilt Controllers . It Should Be Possible To Ascertain The Daily Water Output, The Power Generated By Pv Array ,The Up And Downtime Of The Pump During The Year, Number Of Days The Pump Was Unused Or Under Breakdown Repairs. , The Following Details Should Be Marked Indelibly On The Motor Pump Set , A) Name Of The Manufacturer Or Distinctive Logo. , B) Model Number. , C) Serial Number. , Solar Submersible Motor Pump (Spv Dc Type) , I) 1 Hp (Dc Pump) With 1800 Wp Minimum Watt P.V. Panel As Mnre Pump Head Max Shut-Off Head Up To 100 Mtrs. For Higher Or Lower Head Or In Between Various Modules Output Could Be Decided On Prorates Basis. (As Per Latest Guide Line Of Mnre) , Provision Of Solar Night Lamp. , 12000 Litre Capacityr.C.C. Water Tank (2.7 X 2.7 X 2M Internal Size) With 10 M Staging Having Utility Room At Ground Level , Earth Work In Excavation In Foundation Trenches In Ordinary Soil (Vide Classification Of Soil Item-B ) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 M Including All Lifts,Levelling,Ramming The Foundation Trenches, Removing Roots Of Trees Shrubs All Complete As Per Approved Design, Building Specification And Direction Of E/I. , Providing P.C.C.M-150 In Nominal Mix Of (1:2:4) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including Screening, Mixing Cement Concrete In Mixer And Placing In Position,Vibrating,Curing,Taxes And Royalty All Complete As Per Building Specification Direction Of E/I. , Providing And Laying In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal For Rcc Work In Foundation Like Raft, Grillage, Strip Foundation And Footing Of Rcc Columns And Steel Stanchions Including Normal Dewatering, Plywood Form Work, Bully/Steel Propups, Compaction, Finishing Andcuring, Etc, Complete. (By Weigh Batching And Mix Design For M-250Only. Use Of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted.) , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only.Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , Column From G.L To Roof Beam Of Utility Room , Column From Roof Beam To Tank Beam Of Utility Room , Column From Tank Beam To Tank Roof Of Utility Room , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , Bracing , Beam Of Tank Floor , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) (Excluding M.S, Or Tor Reinforcement) For Rcc M-300 Grade Slabs / Landings / Vertical Walls Section-G-Plain And Reinforced Cement Concrete , Tank Floor Roof , Tank Roof Top , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads Including Cost Of Materials,Labours,Royalityand Taxes All Complete As Per Building Specification And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 100 A One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering, Taxes Royalty All Complete As Per Building Specification And Direction Of E/I. , Filling In Foundation Trenches And Plinth In Layers Not Exceeding 150Mm Thick, Well Watered,Rammed,Fully Compacted And Fine Dressed With Earth Obtained From Excavation Of Foundation Trenches Within A Lead Of 50M And Lift Of 1.5M All Complete As Per Building Specifications And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 75 A Brick Work In C.M(1:6) In Foundation And Plinth With Approved Quality Of Clean Coarse Sand Of F.M.2 To2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints To 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Designation 75A Brick Work In C.M(1:6) In Superstructure With Approved Quality Of Clean Coarse Sand Of F.M 2 To 2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Bldg. Specification And Direction Of E/I. , Providing R.C.C.M-200 In Nominal Mix Of (1:1.5:3) In Lintel With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Of F.M 2.5 To 3 Including Screening, Centering, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating Striking, Curing(But Excluding The Cost Of Reinforcement),Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Av.63 Mm Thick R.C.C M-200 In Nominal Mix Of (1:1.5:3) Chhajja With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including In Mixer And Placing In Position,Vibrating,Striking,6Mm Cement Plaster(1:4) In Ceiling And Sides Of Chhajja With Sand Of F.M 1.5, Curing(But Excluding The Cost Of Reinforcement) Taxes, And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing T.M.T Steel Reinforcement Of Different Dia Rods As Per Approved Design And Drawing Including Carriage Of M.S Bars To Work Site, Cutting Bending And Binding With Annealed Wire With Cost Of Wire, Removal Of Rust, Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing M.S Grill Made Of 20*6 Mmm.S Flats As Per Approved Design And Drawing, Properly Fabricated With Joints Continuous Fillet Welded And Finished Smooth, Carriage Of Grill To Work Site, Hoisting As Per Building Specification And Direction Of E/I. , Providing And Fixing Fan Hooks Of 16 Mm Dia M.S.Bar & 1 Meter Long Bent To Required Size And Shape, Placed In Position And Fixed In The R.C.C. Slab/Beam At The Time Ofcasting All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing 20 Gauge G.C.I Sheet Gate Fitted On M.S Angle Frame Of Size60*60*6 Mm Including Cost Of Fabrication, Providing Necessary Locking Arrangement With Haskal And Domny Duly Fixed In C/C(1:2:4) Blocks Of Required Size, Applying A Priming Red Lead Paint Over Steel Work, Taxes All Complete As Per Drawing Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:4) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:6) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 6 Mm Cement Plaster (1:4 ) In Ceiling With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With Floating Coat Of Neat Cement In Skirting Including Rounding Of Junctions With Floor,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 19 Mm Water Proof Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With 5% Cico Or Any Other Approved Water Proofing Compound Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 1.5 Mm Cement Punning Including Curing, Carriage Of Water With All Leads And Lifts As Per Building Specification And Direction Of E/I. , Providing Two Coats Of Snowcem Of Approved Shade And Make Over Old Surface Including Washing, Cleaning, Sand Papering The Wall,Scaffolding,Curing And Taxes All Complete As Per Building Specification & Direction Of E/I. , Extra For Each Coat Of Cement Wash, Distemper Paint Or Snowcem Over Exterior Surface For Each Consecutive Floor Above First Floor Including Scaffolding Etc All Complete As Per Building Specification & Direction Of E/I. , Providing Two Coats Of Synthetic Enamel Paint Of Approved Shade And Make Over Steel Surface Throughly,Scaffolding And Taxes All Papering Including Cost Of Scaffolding And Taxes All Complete As Per Building Specification & Direction Of E/I. , Providing And Fixing G.I. Pipe Railing Having 1.0 M Height Consisting 50 X 50 X 6 Mm Thick M. S. Angles As Verticals At 1.5 M C/C, And Additional Posts At Every Corner With 3 Rows Of 25 Mm Dia G.I. Pipes Of Medium Class Variety As Horizontal And Painting 3 Coats Of Oil Paint Over 1 Coat Of Anticorrosive Paint Of Approved Colour And Shade Including Cost Of All Labour, Transporting Bends To Curved Shape, Etc. Complete. , Providing And Fixing In Position M.S. Ladder 0.50 M Wide Consisting Of 75 X 10 Mm M.S. Flats As Stringers And 16 Mm Dia M.S. Bars In Double Rows As Steps Placed At 25 Cm C/C Including Cost Of Material And Labour Involved, Welding, Anchoring And Applying 3 Coat Of Anti-Corrosive Paint, Etc. Complete As Directed By Engineer-In-Charge. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Distribution Network & House Connection 40 - 60 Nos. Including Platform & Stand Post , Earth Work In Excavation In Foundation Trenches In Hard Soil (Vide Classification Soil Item B) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 Mtr. Including All Lifts, Leveling, Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design, Specification And Direction Of E/I. , Dismantling Plain Cement Concrete Work Including Stacking Serviceable Materials In Countable Stacks Within 15 M Lead And Disposal Of Unserviceable Materials With All Leads All Complete. , Providing Pccm-200 With Nominal Mix Of (1:1.5:3) With Approved Quality Of Stone Chips 20 Mm To 6 Mm Size Graded And Clean Coarse Sand Of Fm 2.5 To 3.0 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Sticking, Curing , Taxes And Royalty All Complete As Per Specification And Direction Of E/I. , Rising Main , Manufacture, Supply And Delivery Offollowing Nominal Dia Upvc Column Pipes Including Pvc Socket (Coupler), , 65 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:74.5 To 75.2Mm Wall Thickness End:9Mm To 10.7Mm, Barrel 9Mm To 10.7 Mm, Length: 3Mtrs.Rising Main , 50 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:87.5 To 88.2Mm Wall Thickness End:9 .8 Mm To 11.9Mm, Barrel 7.3Mm To 9 Mm, Length: 3Mtrs. Delivery Pipe , Distribution , Providing And Supplying High Density Polyethylene Pipe (Hdpe Pipe) Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing And Fixing Gun Metal Gate Valvewith C I Wheel Of Approved Quality(Screwed End). , 65 Mm Dia. , 50 Mm Dia. , Providing And Supplying High Density Polyethylene(Hdpe )Fittings Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , Lowering, Laying And Jointing H. D. P. E./M. D.P. E. Pipes In Proper Position Including All Specials By Compression Fitting/Electro Fusion And Butt Fusion Jointing Procedure As Per Relevant Is Code Complete With All Materials For Jointing Procedure Like Electro Fusion Machine, Electric Heater/Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii. , For Rising , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , Distribution , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing 15 Mm Dia. G.I. Pipe Tata Or Equivalent Make As Per Is 1239 (Part 1/2004) Isi Mark /Medium Quality In Stand Post. , Supplying All Materials , Labour And Tools For Fixing 15 Mm Dia G.I. Pipes With Red Lead And Yarn Of Following Nominal Bore With Screwed And Socketed Joints On Wall, Ceiling And Floor Including Supplying And Fitting Of Wall Hooks Or Pipe Clamps, Wooden Plugs, Cutting Pipes To Size And Threading Ends If Required Etc. All Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying And Fixing G.I. Fittings Of Approved Make All Complete As Per Specification And Direction Of E/I. , Elbow 15 Mm Dia. , Reducer Socket 20X15 Mm Dia. , Nipple 15 Mm Dia. , Plain Socket 15 Mm Dia. , Supplying And Fixing G.M. Ferrule Of Approved Make In Existing C.I./D.I. Main Including Drilling And Taping C.I./D.I. Main All Complete As Per Specification And Direction Of E/I. 3 Mm, 6 Mm 10 Mm Dm Ferrule Weight Not Less Than 425 Gram. , Providing And Fixing Of Male Ended C.I.Body Brass Spindle Valve And Seat Bib Cock Of Approved Quality With Extra Socketall Complete As Per Specification And Direction Of E/I. , 15 Dia And Weight Not Less Than 400 Gm , Providing And Fixing Gun Metal Full Way Valve Of Approved Quality, All Complete, As Per Specification And Direction Of E/I. , 32 Mm Dia And Weight Not Less Than 700 Gms , 65 Mm Dia Full Way Valve , 50 Mm Dia And Weight Not Less Than 1.5 Kg , Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5.Full Way Valve Chamber , Providing Brick Masonry Chamber Ofinner Size 600 X 600 X 450 Mm Deep For Bore Well Protection Having 125 Mm Thick Wall And 75 Mm R.C.C Cover Including Cement Plaster Of Exposed Surface, Etc All Complete Job , Supplying Materials , Labours And Equipments For Construction Of 0.90M X 0.90 M Size P.C.C. (1:2:4) Rectangular Platform With Stand Post In House Including 12 Mm Thick Cement Plaster In C.M. (1:4) With Neat Cement Punning Over Exposed Surfaceall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Earth Work In Back Filling The Trenches After Laying Different Types And Size Of Pipes With Earth Removed During Excavation Within Initial Lead And Lift As Per Specification And Direction Of Engineer-In-Charge. , Providing Fitting & Fixing 32 Mm To 50 Mm Service Hdpe Saddleall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Galvanised Chain - Link Mess Fencing Around Solar Panel Where Bore Well Is Away From Tower , Making 30 Cm( 12) Dia Bore Up To 4M Below Ground With Hand Auger Of Approved Quality In Ordinary Soil (Vide Classification Of Soil Item-A) True To Plum And Without Eccentricity In Any Stage Of Operation And Disposal Of The Exacavated Eartrh Up To 50M Lead Including All Lifts All Complete As Per Approved Design And Direction Of E/I. , Providing P.C.C.M-150 In Nominal Mix Of (1:2:4) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including Screening,Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Curing,Taxes And Royalty All Compelete As Per Building Specification Direction Of E/I. , Labour Cost Offitting And Fixing Galvanised Chain -Link Mess Up Height Of 2 Mincluding Cost Of Staples (But Excluding The Cost Of Cement Concrete Angle Iron Posts,Its Cutting And Making Holes,Nuts And Bolts) All Complete As Per Specification And Direction Of E/I. , Drilling 6 Mm Dia Holes In M.S Angle Iron For Fixing Of Stables Etc.As Per Building Specification And Direction Of E/I. , Labour For Cutting Of M.S Angle Iron Posts To Required Length,One End Splitted As Fish Tailed In A Length Of 150 Mm Compelete As Per Building Specification And Direction Of E/I. , Supplying,Fitting And Fixing Straining Bolts With Nut Size 22Cm*10Mm Dia Tighten The Barbed Wire With Corner Post Compelete As Per Building Specification And Direction Of E/I. , Supplying,Fitting And Fixing Galvanised Chain -Link Mess Having 3 Mm Thick Wire Cell Type 40 X 40 Mm Fitted Onm.S. Angle Frame With Two Diagonals Having 25 X 25 X 5 Mm Size Angleincludingcost Of Fabrication, Providing Necessary Locking Arrangement With Haskal And Domny Duly Fixed In Angle Post,,Applying A Priming Red Lead Paint Over Steel Work,Taxesexcluding The Cost Of Galvanised Chain -Link Mess All Complete. , Cost Of Galvanised Chain -Link Mess Having 3 Mm Thick Wire Cell Type 40 X 40 Mm Wt Not Less Than 3.1 Kg / Sq M , Cost Of 50 X 50 X 6 Mm M.S. Angle , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Annual Operation & Maintenance Cost Based On Existing D/T Well With Solarmotor Pump For 5 Years , O & M Cost For 1St Year (Excluding Repair Charges) , O & M Cost For 2Nd Year With Annual Repair Charges , O & M Cost For 3Rd Year , O & M Cost For 4Th Year , O & M Cost For 5Th Year , Provision Of One No Sim Card & Its Recharging Cost For Rmc (01 Sim Each Year) , Model- 04 (16000 Litre 12 M Staging) , Construction Of 200 Mm X 165 Mm X 120.00 M Deep High Yield Drilled Tube Well , Hydt : Cost Of Drilling 200Mmx165mmx125 Mtr Deep Bore Well In All Kinds Of Soil And Rock In Rural Area For Installation Of Pump Bore Set With Hydraulic Dth Rig Machine, All Complete Including Supplying All Materials, Tools, Drilling Rig, Air Compressor And Equipments, As Well As Fuel, Lubricants And Cost Of Transportation Of Rig Machine And Other Vehicles Up To The Site. , (A) 0.00M Up To 50.00M Depth Below G.L. In Rural Areas , (B) Above 50.00 M Depth. In Rural Areas , Supplying All Tools, Tackles & Lowering Of 200 Mm Dia Ms Erw Casing Pipe Of 6Mm Wall Thickness Including Welding Charges, Cost Of Pipe Etc. All Complete Job. , Supplying All Materials, Labour, Tools & Equipments For Fitting & Fixing 200Mm Dia Ms Cap Over Casing Pipe Complete Job. , Supplyingmaterials And Labours For Constructing Bore Well Chamber Of 75B Designation Brick Masonry Chamber 600Mmx450mm And 750Mm Deep Internal Dimension Having 250Mm Thickness In Cement Mortar 1:6 Including 12Mm Cement Plaster 1:6 With 600Mmx475mm Rcc Cover With Earth Work In Excavation And 75Mm Thick Pcc(1:3:6) In Foundation And Refilling All Complete As Per Specification And Direction Of E/I. , 2 H.P. D.C. Solarmotor Pump Complete Set , Designing, Supplying, Installation, Testing & Commissioning With All Tools & Parts Of Following Solar Photovoltaic (Spv) Solar Submersible D.C. Water Motor Pump Suitable For Minimum 125Mm X 115Mm Bore Well As Per Mnre Guideline With Following Specifications & Accessories. , Spv Arrays Contains Specified No Of Same Capacity Type & Specification Modules Connected To Series Or Parallel To Obtained The Required Voltage & Current The Power Output Of Individual Pvmodules Should Be Minimum 200 Watt Peak. , I) The Spv Modules Should Be As Per Iec-61215 And Iec 61730 Part 1.0) , Ii) All External Parts Of Motor Pump Used In Submersible Pump Which Are In Contact Of Water Is Stainless Steel Grade 303 Or Higher As Required. , Iii) The Pv Modules Shouldbe Mounted On Metallic Structure Of Adequate Strength And Appropriate Design Which Can Withstand Load Of Modules & High Wind Pressure Up To 200Km/H. , Iv) The Module Mounting Structure Should Be Hot Dip Galvanized According To Is 4759. , V) To Enhance The Performance Of Spv Water Pumping System & Arrangement For Seasonal Tilt Angle Adjustment Should Be Provided , Vi) Necessary Arrangement Should Be Provided In Controller Automatic Start-Run-Stop Through Out The Day With Water Level Detection System. (As Per Mnre Specification) , Vii) Necessary Protection Such As Lightening Arrestor Etc. Should Be Provided To Protect The Controller & Spv , Viii) The Suction/Delivery Pipe Shall Be Upvc / H.D.P.E. Pipes Of Appropriate Size 60M Or More As Required Minimum Pressure Rating Of 8Kg/Sq Cm- Pe 100 Grade For Pump Up To 3Hp & 10 Kg/Sq Cm- Pe 100 Grade For 5 Hp. , Ix) All Cable Used Shall Be As Per Is 694. Suitable Size Of Cable Shall Be Used In Sufficient Length For Inter Connection Between The Spv Array To Spv Controller And Spv Controller To Solar Power Pump. Provision Of Cable Shall Be As Per Is 14536. , X) The Motor Pump Set Should Have A 5 Years Warranty. , Xi) Control Panel Suitable For Motor Pump With Arrangement Of Dry Run & Over Flow Protection Sensor, Float Switch & Rain Prevention Box. (As Per Mnre Specification) , Xii) The Spv Controller Must Have Ip-65 Protection Or Must Be Housed In Cabinet Having At Least Ip-65 Protection. , Xiii) The System Should Be As Per Mnre Guide Line & Ecofriendly With Suitable Arrangement To Operate New Pump Manually. , Xiv) With Third Party Inspection Before Dispatch. , Xv) Provision For Web Basedremote Monitoring Of The Pumps To Be Installed Must Be Made Through The Inbuilt Controllers . It Should Be Possible To Ascertain The Daily Water Output, The Power Generated By Pv Array ,The Up And Downtime Of The Pump During The Year, Number Of Days The Pump Was Unused Or Under Breakdown Repairs. , The Following Details Should Be Marked Indelibly On The Motor Pump Set , A) Name Of The Manufacturer Or Distinctive Logo. , B) Model Number. , C) Serial Number. , Solar Submersible Motor Pump (Spv Dc Type) , I) 2 Hp (Dc Pump) With 1800 Wp Minimum Watt P.V. Panel As Mnre Pump Head Max Shut-Off Head Up To 100 Mtrs. For Higher Or Lower Head Or In Between Various Modules Output Could Be Decided On Prorates Basis. (As Per Latest Guide Line Of Mnre) , Provision Of Solar Night Lamp. , 16000 Litre Capacityr.C.C. Water Tank (2.7 X 2.7 X 2M Internal Size) With 12 M Staging Havingutility Room At Ground Level , Earth Work In Excavation In Foundation Trenches In Ordinary Soil (Vide Classification Of Soil Item-B ) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 M Including All Lifts,Levelling,Ramming The Foundation Trenches, Removing Roots Of Trees Shrubs All Complete As Per Approved Design, Building Specification And Direction Of E/I. , Providing P.C.C.M-150 In Nominal Mix Of (1:2:4) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including Screening, Mixing Cement Concrete In Mixer And Placing In Position,Vibrating,Curing,Taxes And Royalty All Complete As Per Building Specification Direction Of E/I. , Providing And Laying In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal For Rcc Work In Foundation Like Raft, Grillage, Strip Foundation And Footing Of Rcc Columns And Steel Stanchions Including Normal Dewatering, Plywood Form Work, Bully/Steel Propups, Compaction, Finishing Andcuring, Etc, Complete. (By Weigh Batching And Mix Design For M-250Only. Use Of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted.) , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only.Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , Column From G.L To Roof Beam Of Utility Room , Column From Roof Beam To 2Nd Bracing Beam Of Utility Room , Column From 2Nd Bracing Beam To 3Rd Bracing Beam , Column From 3Rd Bracing Beam To Tank Base , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) , Bracing , Beam Of Tank Floor , Providing And Casting In Situ Cement Concrete Of Trap/Granite/Quartzite/ Gneiss Metal Of Approved Quality For Rcc Work As Per Detailed Drawings And Designs Or As Directed By Engineer-In-Charge Including Normal Dewatering, Centering, Plywood Formwork, Bully/Steel Prop-Ups, Compaction, Finishing The Formed Surfaces With Cm 1:3 Of Sufficient Minimum Thickness If Special Finish Is To Be Provided And Curing, Etc. Complete. (By Weigh Batching And Mix Design For M-250 And M-300 Only. Use Of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, Etc. Cement Is Permitted) (Excluding M.S, Or Tor Reinforcement) For Rcc M-300 Grade Slabs / Landings / Vertical Walls Section-G-Plain And Reinforced Cement Concrete , Tank Floor Roof , Tank Roof Top , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads Including Cost Of Materials,Labours,Royalityand Taxes All Complete As Per Building Specification And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 100 A One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering, Taxes Royalty All Complete As Per Building Specification And Direction Of E/I. , Filling In Foundation Trenches And Plinth In Layers Not Exceeding 150Mm Thick, Well Watered,Rammed,Fully Compacted And Fine Dressed With Earth Obtained From Excavation Of Foundation Trenches Within A Lead Of 50M And Lift Of 1.5M All Complete As Per Building Specifications And Direction Of E/I.(Mode Of Measurement-Compacted Volume). , Providing Designation 75 A Brick Work In C.M(1:6) In Foundation And Plinth With Approved Quality Of Clean Coarse Sand Of F.M.2 To2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints To 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Designation 75A Brick Work In C.M(1:6) In Superstructure With Approved Quality Of Clean Coarse Sand Of F.M 2 To 2.5 Including Providing 10Mm Thick Mortar Joints, Cost Of Screening,Scaffolding,Raking Out Joints 15Mm Depth,Curing,Taxes And Royalty All Complete As Per Bldg. Specification And Direction Of E/I. , Providing R.C.C.M-200 In Nominal Mix Of (1:1.5:3) In Lintel With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Of F.M 2.5 To 3 Including Screening, Centering, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating Striking, Curing(But Excluding The Cost Of Reinforcement),Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing Av.63 Mm Thick R.C.C M-200 In Nominal Mix Of (1:1.5:3) Chhajja With Approved Quality Of Stone Chips (20Mm To 6Mm Size) Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including In Mixer And Placing In Position,Vibrating,Striking,6Mm Cement Plaster(1:4) In Ceiling And Sides Of Chhajja With Sand Of F.M 1.5, Curing(But Excluding The Cost Of Reinforcement) Taxes, And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing T.M.T Steel Reinforcement Of Different Dia Rods As Per Approved Design And Drawing Including Carriage Of M.S Bars To Work Site, Cutting Bending And Binding With Annealed Wire With Cost Of Wire, Removal Of Rust, Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing M.S Grill Made Of 20*6 Mmm.S Flats As Per Approved Design And Drawing, Properly Fabricated With Joints Continuous Fillet Welded And Finished Smooth, Carriage Of Grill To Work Site, Hoisting As Per Building Specification And Direction Of E/I. , Providing And Fixing Fan Hooks Of 16 Mm Dia M.S.Bar & 1 Meter Long Bent To Required Size And Shape, Placed In Position And Fixed In The R.C.C. Slab/Beam At The Time Ofcasting All Complete As Per Building Specification And Direction Of E/I. , Supplying, Fitting And Fixing 20 Gauge G.C.I Sheet Gate Fitted On M.S Angle Frame Of Size60*60*6 Mm Including Cost Of Fabrication, Providing Necessary Locking Arrangement With Haskal And Domny Duly Fixed In C/C(1:2:4) Blocks Of Required Size, Applying A Priming Red Lead Paint Over Steel Work, Taxes All Complete As Per Drawing Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:4) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:6) With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 6 Mm Cement Plaster (1:4 ) In Ceiling With Clean Coarse Sand Of F.M 1.5 Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 12 Mm Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With Floating Coat Of Neat Cement In Skirting Including Rounding Of Junctions With Floor,Curing,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 19 Mm Water Proof Cement Plaster (1:3) With Clean Coarse Sand Of F.M 1.5 With 5% Cico Or Any Other Approved Water Proofing Compound Including Cost Of Screening, Curing With All Leads And Lifts Of Water,Scaffolding,Taxes And Royalty All Complete As Per Building Specification And Direction Of E/I. , Providing 1.5 Mm Cement Punning Including Curing, Carriage Of Water With All Leads And Lifts As Per Building Specification And Direction Of E/I. , Providing Two Coats Of Snowcem Of Approved Shade And Make Over Old Surface Including Washing, Cleaning, Sand Papering The Wall,Scaffolding,Curing And Taxes All Complete As Per Building Specification & Direction Of E/I. , Extra For Each Coat Of Cement Wash, Distemper Paint Or Snowcem Over Exterior Surface For Each Consecutive Floor Above First Floor Including Scaffolding Etc All Complete As Per Building Specification & Direction Of E/I. , Providing Two Coats Of Synthetic Enamel Paint Of Approved Shade And Make Over Steel Surface Throughly,Scaffolding And Taxes All Papering Including Cost Of Scaffolding And Taxes All Complete As Per Building Specification & Direction Of E/I. , Providing And Fixing G.I. Pipe Railing Having 1.0 M Height Consisting 50 X 50 X 6 Mm Thick M. S. Angles As Verticals At 1.5 M C/C, And Additional Posts At Every Corner With 3 Rows Of 25 Mm Dia G.I. Pipes Of Medium Class Variety As Horizontal And Painting 3 Coats Of Oil Paint Over 1 Coat Of Anticorrosive Paint Of Approved Colour And Shade Including Cost Of All Labour, Transporting Bends To Curved Shape, Etc. Complete. , Providing And Fixing In Position M.S. Ladder 0.50 M Wide Consisting Of 75 X 10 Mm M.S. Flats As Stringers And 16 Mm Dia M.S. Bars In Double Rows As Steps Placed At 25 Cm C/C Including Cost Of Material And Labour Involved, Welding, Anchoring And Applying 3 Coat Of Anti-Corrosive Paint, Etc. Complete As Directed By Engineer-In-Charge. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Distribution Network & House Connection60 - 80 Nos. Including Platform & Stand Post , Earth Work In Excavation In Foundation Trenches In Hard Soil (Vide Classification Soil Item B) And Disposal Of Excavated Earth As Obtained To A Distance Up To 50 Mtr. Including All Lifts, Leveling, Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design, Specification And Direction Of E/I. , Dismantling Plain Cement Concrete Work Including Stacking Serviceable Materials In Countable Stacks Within 15 M Lead And Disposal Of Unserviceable Materials With All Leads All Complete. , Providing Pccm-200 With Nominal Mix Of (1:1.5:3) With Approved Quality Of Stone Chips 20 Mm To 6 Mm Size Graded And Clean Coarse Sand Of Fm 2.5 To 3.0 Including Screening, Shuttering, Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Sticking, Curing , Taxes And Royalty All Complete As Per Specification And Direction Of E/I. , Rising Main , Manufacture, Supply And Delivery Offollowing Nominal Dia Upvc Column Pipes Including Pvc Socket (Coupler), , 65 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:74.5 To 75.2Mm Wall Thickness End:9Mm To 10.7Mm, Barrel 9Mm To 10.7 Mm, Length: 3Mtrs.Rising Main , 80 Mm Dia -Density Of Pipe 1.38 To 1.43 Gm Per Cm3 Od:87.5 To 88.2Mm Wall Thickness End:9 .8 Mm To 11.9Mm, Barrel 7.3Mm To 9 Mm, Length: 3Mtrs. Delivery Pipe , Distribution , Providing And Supplying High Density Polyethylene Pipe (Hdpe Pipe) Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing And Fixing Gun Metal Gate Valvewith C I Wheel Of Approved Quality(Screwed End). , 80 Mm Dia. , 65 Mm Dia. , Providing And Supplying High Density Polyethylene(Hdpe )Fittings Of 20 Mm To 225 Mm Od And Pressure 6.0 Kg/Cm2 And 10 Kg/Cm2 Suitable For Water Supply Which Is Available In All Standard Conforming To Isi -- 4984/14151/12786/13488,Iso 4427 , Din-8074Materials Rates Are Ex-Factory Excluding Transportation, Taxes And Duties. Pe-80 , Pn- 10 , Lowering, Laying And Jointing H. D. P. E./M. D.P. E. Pipes In Proper Position Including All Specials By Compression Fitting/Electro Fusion And Butt Fusion Jointing Procedure As Per Relevant Is Code Complete With All Materials For Jointing Procedure Like Electro Fusion Machine, Electric Heater/Butt Fusion Welding Machine With Hydraulic Jack, Top Loading Clamp Etc. And All Labours As Directed By Engineer In Charge As Per Is-7634 Part Ii. , For Rising , 80 Mm Hdpe Pipe , 63 Mm Hdpe Pipe , Distribution , 63 Mm Hdpe Pipe , 50 Mm Hdpe Pipe , 32 Mm Hdpe Pipe , 20 Mm Hdpe Pipe , Providing 15 Mm Dia. G.I. Pipe Tata Or Equivalent Make As Per Is 1239 (Part 1/2004) Isi Mark /Medium Quality In Stand Post. , Supplying All Materials , Labour And Tools For Fixing 15 Mm Dia G.I. Pipes With Red Lead And Yarn Of Following Nominal Bore With Screwed And Socketed Joints On Wall, Ceiling And Floor Including Supplying And Fitting Of Wall Hooks Or Pipe Clamps, Wooden Plugs, Cutting Pipes To Size And Threading Ends If Required Etc. All Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying And Fixing G.I. Fittings Of Approved Make All Complete As Per Specification And Direction Of E/I. , Elbow 15 Mm Dia. , Reducer Socket 20X15 Mm Dia. , Nipple 15 Mm Dia. , Plain Socket 15 Mm Dia. , Supplying And Fixing G.M. Ferrule Of Approved Make In Existing C.I./D.I. Main Including Drilling And Taping C.I./D.I. Main All Complete As Per Specification And Direction Of E/I. 3 Mm, 6 Mm 10 Mm Dm Ferrule Weight Not Less Than 425 Gram. , Providing And Fixing Of Male Ended C.I.Body Brass Spindle Valve And Seat Bib Cock Of Approved Quality With Extra Socketall Complete As Per Specification And Direction Of E/I. , 15 Dia And Weight Not Less Than 400 Gm , Providing And Fixing Gun Metal Full Way Valve Of Approved Quality, All Complete, As Per Specification And Direction Of E/I. , 32 Mm Dia And Weight Not Less Than 700 Gms , 65 Mm Dia Full Way Valve , 50 Mm Dia And Weight Not Less Than 1.5 Kg , Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5.Full Way Valve Chamber , Providing Brick Masonry Chamber Ofinner Size 600 X 600 X 450 Mm Deep For Bore Well Protection Having 125 Mm Thick Wall And 75 Mm R.C.C Cover Including Cement Plaster Of Exposed Surface, Etc All Complete Job , Supplying Materials , Labours And Equipments For Construction Of 0.90M X 0.90 M Size P.C.C. (1:2:4) Rectangular Platform With Stand Post In House Including 12 Mm Thick Cement Plaster In C.M. (1:4) With Neat Cement Punning Over Exposed Surfaceall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Earth Work In Back Filling The Trenches After Laying Different Types And Size Of Pipes With Earth Removed During Excavation Within Initial Lead And Lift As Per Specification And Direction Of Engineer-In-Charge. , Providing Fitting & Fixing 32 Mm To 50 Mm Service Hdpe Saddleall Complete Job, As Per Approved Design, Specification And Direction Of E/I. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Bricks Lead 06 Km (Avg.) , Galvanised Chain Link Mess Fencing Around Solar Panel Where Bore Well Is Away From Tower , Making 30 Cm( 12) Dia Bore Up To 4M Below Ground With Hand Auger Of Approved Quality In Ordinary Soil (Vide Classification Of Soil Item-A) True To Plum And Without Eccentricity In Any Stage Of Operation And Disposal Of The Exacavated Eartrh Up To 50M Lead Including All Lifts All Complete As Per Approved Design And Direction Of E/I. , Providing P.C.C.M-150 In Nominal Mix Of (1:2:4) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M 2.5 To 3 Including Screening,Mixing Cement Concrete In Mixer And Placing In Position, Vibrating, Curing,Taxes And Royalty All Compelete As Per Building Specification Direction Of E/I. , Labour Cost Offitting And Fixing Galvanised Chain -Link Mess Up Height Of 2 Mincluding Cost Of Staples (But Excluding The Cost Of Cement Concrete Angle Iron Posts,Its Cutting And Making Holes,Nuts And Bolts) All Complete As Per Specification And Direction Of E/I. , Drilling 6 Mm Dia Holes In M.S Angle Iron For Fixing Of Stables Etc.As Per Building Specification And Direction Of E/I. , Labour For Cutting Of M.S Angle Iron Posts To Required Length,One End Splitted As Fish Tailed In A Length Of 150 Mm Compelete As Per Building Specification And Direction Of E/I. , Supplying,Fitting And Fixing Straining Bolts With Nut Size 22Cm*10Mm Dia Tighten The Barbed Wire With Corner Post Compelete As Per Building Specification And Direction Of E/I. , Supplying,Fitting And Fixing Galvanised Chain -Link Mess Having 3 Mm Thick Wire Cell Type 40 X 40 Mm Fitted Onm.S. Angle Frame With Two Diagonals Having 25 X 25 X 5 Mm Size Angleincludingcost Of Fabrication, Providing Necessary Locking Arrangement With Haskal And Domny Duly Fixed In Angle Post,,Applying A Priming Red Lead Paint Over Steel Work,Taxesexcluding The Cost Of Galvanised Chain -Link Mess All Complete. , Cost Of Galvanised Chain -Link Mess Having 3 Mm Thick Wire Cell Type 40 X 40 Mm Wt Not Less Than 3.1 Kg / Sq M , Cost Of 50 X 50 X 6 Mm M.S. Angle , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I. , Cement Lead 10 Km (Avg.) , Sand Lead 36 Km (Avg.) , Stone Chips Lead 11 Km (Avg.) , Steel Reinforcement Lead 10 Km (Avg.) , Annual Operation & Maintenance Cost Based On Existing D/T Well With Solarmotor Pump For 5 Years , O & M Cost For 1St Year (Excluding Repair Charges) , O & M Cost For 2Nd Year With Annual Repair Charges , O & M Cost For 3Rd Year , O & M Cost For 4Th Year , O & M Cost For 5Th Year , Provision Of One No Sim Card & Its Recharging Cost For Rmc , 18% Gst , Labour Cess

INR 10000 /-

INR 621000.0 /-

INR 6.21 Crore /-

Name of Work: CONST OF SOLAR BASED MRWSS(SVS) IN PIRTAND BLOCK, COMPRISING OF SUITABLE R.C.C FRAMED STRUCTURE ESR DIST. LINES SOURCE AS REQUIRED AND FHTC ALL COMP JOB UNDER DW S DIV NO.-2 GIRIDIH FOR THE YEAR OF 2022-23 ON TURN KEY BASIS CLUSTER NAME -37

Sl. No.	Item Description
1	MODEL-1AWITH SOURCE(Drilled T/W 125/115 dia mm, 60M deep)
2	Tube Well
3	Drilling Portion
4	Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of Engineer-in-charge.
5	(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
6	(b) Beyond 30mtr.In Rural Areas
7	Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
8	Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
9	Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
10	Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
11	Civil Portion
12	Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium)pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
13	Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
14	Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
15	Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
16	Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
17	Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
18	COST OF MATERIALS
19	cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe.
20	Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
21	Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
22	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
23	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
24	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
25	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
26	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
27	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
28	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
29	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
30	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
31	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
32	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
33	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
34	x) The motor pump set should have a 5 years warranty.
35	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
36	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
37	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
38	xiv) With third party inspection before dispatch.
39	xv) Fitting, fixing & mounting on water tank steel structure.
40	xvi) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
41	The following details should be marked indelibly on the motor pump set
42	a) Name of the Manufacturer or Distinctive Logo.
43	b) Model Number.
44	c) Serial Number.
45	Solar submersible motor pump (SPV DC Type)
46	i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
47	Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
48	Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
49	Provision of solar night lamp.
50	Construction RCC Foundation for Steel structurestaging& Solar panel
51	Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I (vide classification of soil item -B)
52	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)
53	Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I
54	Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
55	Providing RCC M-200 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
56	(a)Foundation for Steel structure staging
57	Footing
58	Vertical Pedestal
59	Tie Beam
60	(b)Foundation for Solar panel
61	Footing
62	Vertical Pedestal
63	Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
64	10 mm Dia
65	12 mm Dia
66	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
67	Cement10KM lead
68	Steel10KM lead
69	Stone chips 11KM lead
70	Sand36KM lead
71	Bricks 06KM lead
72	Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
73	Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
74	Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete.
75	Materials and labour for vinyl painting of matter given by department in different color
76	Installation of 2000 liters Capacity Water Storage Tank
77	Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank
78	Transportation Charge
79	Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
80	Making hole in Tank
81	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
82	Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
83	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
84	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
85	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion.
86	Rising Main
87	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
88	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
89	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
90	Distribution Main
91	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10.
92	63 mm HDPE Pipe
93	50 mm HDPE Pipe
94	32 mm HDPE Pipe-
95	20 mm HDPE Pipe-
96	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
97	65 mm dia
98	50 mm dia .
99	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
100	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
101	For Rising
102	65 mm HDPE Pipe
103	50 mm HDPE Pipe
104	For Distribution
105	65 mm HDPE Pipe
106	50 mm HDPE Pipe
107	32 mm HDPE Pipe
108	20 mm HDPE Pipe
109	15 mm Dia GI Pipe
110	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
111	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
112	Elbow 15 mm dia.
113	Reducer Socket 20x15 mm dia.
114	Nipple 15 mm dia.
115	Plain Socket 15 mm dia.
116	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
117	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
118	65 mm dia Full way valve
119	50 mm dia and weight not less than 1.5 Kg.
120	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
121	15 dia and weight not less than 400 Gm
122	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
123	Full way valve chamber
124	Supplying materials , labours and equipment"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
125	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job.
126	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
127	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
128	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
129	Cement Lead 10 Km (avg.)
130	Sand Lead 36 Km (avg.)
131	Stone Chips Lead 11 Km (avg.)
132	Steel ReinforCement Lead 10 Km (avg.)
133	Bricks Lead 06 Km (avg.)
134	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
135	O & M Cost for 1st year
136	O & M Cost for 2nd year
137	O & M cost for 3rd Year
138	O & M cost for 4th Year
139	O & M cost for 5th Year
140	Provision of one no SIM card & its recharging cost for RMC
141	MODEL-1B WITH SOURCE (Drilled T/W 125/115dia mm, 60M Deep)
142	Tube Well
143	Drilling Portion
144	Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of Engineer-in-charge.
145	(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
146	(b) Beyond 30mtr.In Rural Areas
147	Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
148	Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
149	Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
150	Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
151	Civil Portion
152	Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium)pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
153	Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
154	Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
155	Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
156	Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
157	Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
158	COST OF MATERIALS
159	cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe.
160	Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
161	Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
162	RCC Foundation for Steel structurestaging& Solar panel
163	Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
164	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I
165	Back Filling
166	Providing nominal mix PCC of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
167	Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
168	(a)Foundation for Steel structure staging
169	Footing and Vertical Pedestal Raft
170	Column
171	Tie Beam
172	(b)Foundation for Solar panel
173	Footing
174	Vertical Pedestal
175	Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
176	(a) Foundation for Steel structure staging
177	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
178	Cement Lead 10 Km (avg.)
179	Sand Lead 36 Km (avg.)
180	Stone Chips Lead 11 Km (avg.)
181	Steel Reinforcement Lead 10 Km (avg.)
182	Bricks Lead 06 Km (avg.)
183	Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
184	Providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
185	HARDWARE (L.S.)
186	Information board for IEC
187	Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
188	Installation of 5000 liters Capacity Water Storage Tank
189	Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank
190	Transportation Charge
191	Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
192	Making hole in Tank
193	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
194	Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
195	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
196	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
197	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion
198	Rising Main
199	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
200	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
201	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
202	Distribution
203	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
204	63 mm HDPE Pipe
205	50 mm HDPE Pipe
206	32 mm HDPE Pipe
207	20 mm HDPE Pipe
208	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
209	65 mm dia
210	50mm dia
211	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
212	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
213	For Rising
214	50 mm HDPE Pipe
215	65 mm HDPE Pipe
216	Distribution
217	65 mm HDPE Pipe
218	50 mm HDPE Pipe
219	32 mm HDPE Pipe
220	20 mm HDPE Pipe
221	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
222	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
223	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
224	Elbow 15 mm dia.
225	Reducer Socket 20x15 mm dia.
226	Nipple 15 mm dia.
227	Plain Socket 15 mm dia.
228	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
229	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
230	65 mm dia Full way valve
231	50 mm dia and weight not less than 1.5 Kg.
232	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
233	15 dia and weight not less than 400 Gm
234	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
235	Supplying materials , labours and equipment"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
236	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
237	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
238	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
239	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
240	Cement Lead 10 Km (avg.)
241	Sand Lead 36 Km (avg.)
242	Stone Chips Lead 11 Km (avg.)
243	Steel ReinforCement Lead 10 Km (avg.)
244	Bricks Lead 06 Km (avg.)
245	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
246	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
247	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
248	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
249	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
250	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
251	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
252	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
253	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
254	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
255	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
256	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
257	x) The motor pump set should have a 5 years warranty.
258	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
259	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
260	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
261	xiv) With third party inspection before dispatch.
262	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
263	The following details should be marked indelibly on the motor pump set
264	a) Name of the Manufacturer or Distinctive Logo.
265	b) Model Number.
266	c) Serial Number.
267	Solar submersible motor pump (SPV DC Type)
268	i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
269	Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
270	Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. (As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
271	Provision of solar night lamp.
272	Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower
273	Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
274	Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
275	Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
276	Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
277	Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
278	Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
279	Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
280	Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm
281	Cost of 50 x 50 x 6 mm M.S angle
282	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
283	Cement Lead 10 Km (avg.)
284	Sand Lead 36 Km (avg.)
285	Stone Chips Lead 11 Km (avg.)
286	Steel ReinforCement Lead 10 Km (avg.)
287	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
288	O & M Cost for 1st year (Excluding Repair Charges)
289	O & M Cost for 2nd year with Annual Repair Charges
290	O & M cost for 3rd Year
291	O & M cost for 4th Year
292	O & M cost for 5th Year
293	Provision of one no SIM card & its recharging cost for RMC
294	MODEL- 02 (8000 LITRE 8 METER STAGING)
295	Construction of 125 mm x 115 mm x 90.0 M deep Drilled Tube Well
296	Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete
297	(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas
298	(b) 30.000m Up to 120.00m depth beyond . In Rural Areas
299	Basic rate of 125mmdia Blue UPVC Casingpipe Confirming to I.S.I . latest revision IS(12818)/2016
300	Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxesas per specification and direction of E/I.
301	Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe
302	Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
303	Supplying laboursand equipment’s including 125 mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I.
304	Supplyingmaterials and labours for constructing bore well chamber of 75 B designation brick masonry chamber 600 mm x 450 mm and 750 mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600 mm x 475 mm RCC cover with earth work in excavation and 75 mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
305	2 H.P. D.C. SolarMotor Pump Complete Set
306	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
307	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
308	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
309	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
310	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
311	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
312	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
313	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
314	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
315	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
316	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
317	x) The motor pump set should have a 5 years warranty.
318	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
319	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
320	xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
321	xiv) With third party inspection before dispatch.
322	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
323	The following details should be marked indelibly on the motor pump set
324	a) Name of the Manufacturer or Distinctive Logo.
325	b) Model Number.
326	c) Serial Number.
327	Solar submersible motor pump (SPV DC Type)
328	i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
329	Provision of solar night lamp.
330	8000 Litre CapacityR.C.C. Water Tank (2.1 x 2.1 x 2.1 m Internal size) with 8 M staging having Utility Room at Ground Level
331	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
332	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
333	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
334	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
335	G.L to above roof of Utility Room
336	Column Utility Room, Roof Beam to Tank beam M-25
337	Column Tank Beam to Tank Roof M-25
338	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
339	Bracing
340	Beam of Tank Floor
341	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
342	Tank Floor Roof M-30
343	Tank Roof Top M-25
344	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
345	Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
346	Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
347	Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
348	Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
349	Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
350	Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
351	Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
352	Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
353	Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
354	Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
355	Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
356	Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
357	Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
358	Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
359	Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
360	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
361	Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
362	Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
363	Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
364	Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
365	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
366	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
367	Cement Lead 10 Km (avg.)
368	Sand Lead 36 Km (avg.)
369	Stone Chips Lead 11 Km (avg.)
370	Steel ReinforCement Lead 10 Km (avg.)
371	Bricks Lead 06 Km (avg.)
372	Distribution Network & House Connection20 -40 Nos. including Platform & Stand post
373	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
374	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
375	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I.
376	Rising Main
377	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
378	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
379	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
380	Distribution
381	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
382	63 mm HDPE Pipe
383	50 mm HDPE Pipe
384	32 mm HDPE Pipe
385	20 mm HDPE Pipe
386	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
387	65 mm dia.
388	50 mm dia.
389	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
390	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
391	For Rising
392	65 mm HDPE Pipe
393	50 mm HDPE Pipe
394	Distribution
395	65 mm HDPE Pipe
396	50 mm HDPE Pipe
397	32 mm HDPE Pipe
398	20 mm HDPE Pipe
399	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
400	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
401	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
402	Elbow 15 mm dia.
403	Reducer Socket 20x15 mm dia.
404	Nipple 15 mm dia.
405	Plain Socket 15 mm dia.
406	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
407	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
408	15 dia and weight not less than 400 Gm
409	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
410	65 mm dia Full way valve
411	50 mm dia and weight not less than 1.5 Kg
412	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
413	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
414	Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
415	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
416	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
417	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
418	Cement Lead 10 Km (avg.)
419	Sand Lead 36 Km (avg.)
420	Stone Chips Lead 11 Km (avg.)
421	Steel ReinforCement Lead 10 Km (avg.)
422	Bricks Lead 06 Km (avg.)
423	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
424	O & M Cost for 1st year (Excluding Repair Charges)
425	O & M Cost for 2nd year with Annual Repair Charges
426	O & M cost for 3rd Year
427	O & M cost for 4th Year
428	O & M cost for 5th Year
429	Provision of one no SIM card & its recharging cost for RMC (01 SIM Each Year)
430	MODEL- 03 (12000 Litre 10 M Staging)
431	Construction of 125 mm x 115 mm x 90.0 M deep Drilled Tube Well (2 Nos of DT)
432	Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete
433	(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas
434	(b) 30.000m Up to 120.00m depth beyond . In Rural Areas
435	Basic rate of 125mmdia Blue UPVC Casingpipe Confirming to I.S.I . latest revision IS(12818)/2016
436	Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I.
437	Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe
438	Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
439	Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I.
440	Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
441	2 H.P. D.C. SolarMotor Pump Complete Set
442	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
443	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
444	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
445	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
446	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
447	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
448	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
449	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
450	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
451	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
452	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
453	x) The motor pump set should have a 5 years warranty.
454	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
455	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
456	xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
457	xiv) With third party inspection before dispatch.
458	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
459	The following details should be marked indelibly on the motor pump set
460	a) Name of the Manufacturer or Distinctive Logo.
461	b) Model Number.
462	c) Serial Number.
463	Solar submersible motor pump (SPV DC Type)
464	i) 1 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
465	Provision of solar night lamp.
466	12000 Litre CapacityR.C.C. Water Tank (2.7 x 2.7 x 2m Internal size) with 10 M staging having Utility Room at Ground Level
467	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
468	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
469	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
470	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
471	Column from G.L to roof beam of Utility Room
472	Column from Roof Beam to Tank beam of Utility Room
473	Column from Tank Beam to Tank Roof of Utility Room
474	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
475	Bracing
476	Beam of Tank Floor
477	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
478	Tank Floor Roof
479	Tank Roof Top
480	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
481	Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
482	Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
483	Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
484	Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
485	Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
486	Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
487	Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
488	Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
489	Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
490	Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
491	Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
492	Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
493	Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
494	Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
495	Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
496	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
497	Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
498	Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
499	Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
500	Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
501	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
502	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
503	Cement Lead 10 Km (avg.)
504	Sand Lead 36 Km (avg.)
505	Stone Chips Lead 11 Km (avg.)
506	Steel ReinforCement Lead 10 Km (avg.)
507	Bricks Lead 06 Km (avg.)
508	Distribution Network & House Connection 40 - 60 Nos. including Platform & Stand post
509	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
510	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
511	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I.
512	Rising Main
513	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
514	65 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
515	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
516	Distribution
517	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
518	63 mm HDPE Pipe
519	50 mm HDPE Pipe
520	32 mm HDPE Pipe
521	20 mm HDPE Pipe
522	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
523	65 mm dia.
524	50 mm dia.
525	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
526	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
527	For Rising
528	63 mm HDPE Pipe
529	50 mm HDPE Pipe
530	Distribution
531	63 mm HDPE Pipe
532	50 mm HDPE Pipe
533	32 mm HDPE Pipe
534	20 mm HDPE Pipe
535	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
536	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
537	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
538	Elbow 15 mm dia.
539	Reducer Socket 20x15 mm dia.
540	Nipple 15 mm dia.
541	Plain Socket 15 mm dia.
542	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
543	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
544	15 dia and weight not less than 400 Gm
545	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
546	32 mm dia and weight not less than 700 gms
547	65 mm dia Full way valve
548	50 mm dia and weight not less than 1.5 Kg
549	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.Full way valve chamber
550	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
551	Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
552	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
553	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
554	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
555	Cement Lead 10 Km (avg.)
556	Sand Lead 36 Km (avg.)
557	Stone Chips Lead 11 Km (avg.)
558	Steel ReinforCement Lead 10 Km (avg.)
559	Bricks Lead 06 Km (avg.)
560	Galvanised chain - link mess Fencing around Solar Panel where bore well is away from tower
561	Making 30 cm( 12"") dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I.
562	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I.
563	Labour cost offitting and fixing Galvanised chain -link mess up height of 2 Mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I.
564	Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I.
565	Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I.
566	Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I.
567	Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted onM.S. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of Galvanised chain -link mess all complete.
568	Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m
569	Cost of 50 x 50 x 6 mm M.S. angle
570	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
571	Cement Lead 10 Km (avg.)
572	Sand Lead 36 Km (avg.)
573	Stone Chips Lead 11 Km (avg.)
574	Steel ReinforCement Lead 10 Km (avg.)
575	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
576	O & M Cost for 1st year (Excluding Repair Charges)
577	O & M Cost for 2nd year with Annual Repair Charges
578	O & M cost for 3rd Year
579	O & M cost for 4th Year
580	O & M cost for 5th Year
581	Provision of one no SIM card & its recharging cost for RMC (01 SIM Each Year)
582	MODEL- 04 (16000 Litre 12 M Staging)
583	Construction of 200 mm x 165 mm x 120.00 M deep high yield Drilled Tube well
584	HYDT : Cost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.
585	(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas
586	(b) Above 50.00 m depth. In Rural Areas
587	Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job.
588	Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job.
589	Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
590	2 H.P. D.C. SolarMotor Pump Complete Set
591	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
592	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
593	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
594	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
595	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
596	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
597	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
598	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
599	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
600	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
601	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
602	x) The motor pump set should have a 5 years warranty.
603	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
604	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
605	xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
606	xiv) With third party inspection before dispatch.
607	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
608	The following details should be marked indelibly on the motor pump set
609	a) Name of the Manufacturer or Distinctive Logo.
610	b) Model Number.
611	c) Serial Number.
612	Solar submersible motor pump (SPV DC Type)
613	i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
614	Provision of solar night lamp.
615	16000 Litre CapacityR.C.C. Water Tank (2.7 x 2.7 x 2m Internal size) with 12 M staging havingUtility Room at Ground Level
616	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
617	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
618	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
619	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
620	Column from G.L to roof beam of Utility Room
621	Column from Roof Beam to 2nd Bracing beam of Utility Room
622	Column from 2nd Bracing Beam to 3rd Bracing beam
623	Column from 3rd Bracing beam to Tank Base
624	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
625	Bracing
626	Beam of Tank Floor
627	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
628	Tank Floor Roof
629	Tank Roof Top
630	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
631	Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
632	Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
633	Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
634	Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
635	Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
636	Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
637	Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
638	Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
639	Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
640	Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
641	Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
642	Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
643	Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
644	Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
645	Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
646	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
647	Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
648	Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
649	Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
650	Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
651	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
652	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
653	Cement Lead 10 Km (avg.)
654	Sand Lead 36 Km (avg.)
655	Stone Chips Lead 11 Km (avg.)
656	Steel ReinforCement Lead 10 Km (avg.)
657	Bricks Lead 06 Km (avg.)
658	Distribution Network & House Connection60 - 80 Nos. including Platform & Stand post
659	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
660	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
661	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I.
662	Rising Main
663	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
664	65 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
665	80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
666	Distribution
667	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
668	63 mm HDPE Pipe
669	50 mm HDPE Pipe
670	32 mm HDPE Pipe
671	20 mm HDPE Pipe
672	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
673	80 mm dia.
674	65 mm dia.
675	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
676	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
677	For Rising
678	80 mm HDPE Pipe
679	63 mm HDPE Pipe
680	Distribution
681	63 mm HDPE Pipe
682	50 mm HDPE Pipe
683	32 mm HDPE Pipe
684	20 mm HDPE Pipe
685	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
686	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
687	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
688	Elbow 15 mm dia.
689	Reducer Socket 20x15 mm dia.
690	Nipple 15 mm dia.
691	Plain Socket 15 mm dia.
692	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
693	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
694	15 dia and weight not less than 400 Gm
695	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
696	32 mm dia and weight not less than 700 gms
697	65 mm dia Full way valve
698	50 mm dia and weight not less than 1.5 Kg
699	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.Full way valve chamber
700	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
701	Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
702	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
703	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
704	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
705	Cement Lead 10 Km (avg.)
706	Sand Lead 36 Km (avg.)
707	Stone Chips Lead 11 Km (avg.)
708	Steel ReinforCement Lead 10 Km (avg.)
709	Bricks Lead 06 Km (avg.)
710	Galvanised chain link mess Fencing around Solar Panel where bore well is away from tower
711	Making 30 cm( 12"") dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I.
712	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I.
713	Labour cost offitting and fixing Galvanised chain -link mess up height of 2 Mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I.
714	Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I.
715	Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I.
716	Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I.
717	Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted onM.S. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of Galvanised chain -link mess all complete.
718	Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m
719	Cost of 50 x 50 x 6 mm M.S. angle
720	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
721	Cement Lead 10 Km (avg.)
722	Sand Lead 36 Km (avg.)
723	Stone Chips Lead 11 Km (avg.)
724	Steel ReinforCement Lead 10 Km (avg.)
725	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
726	O & M Cost for 1st year (Excluding Repair Charges)
727	O & M Cost for 2nd year with Annual Repair Charges
728	O & M cost for 3rd Year
729	O & M cost for 4th Year
730	O & M cost for 5th Year
731	Provision of one no SIM card & its recharging cost for RMC
732	18% GST
733	Labour cess