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Tender For Construction And Installation ( Including Supply And Delivery Of All Related Materials , All-In-One Works On Turn Key Basis ) Of Belia Khali - I Solar Mini Rli Scheme, barasat-West Bengal

Water Resources Department-WRD has published Tender For Construction And Installation ( Including Supply And Delivery Of All Related Materials , All-In-One Works On Turn Key Basis ) Of Belia Khali - I Solar Mini Rli Scheme. Submission Date for this Tender is 17-10-2023. Lift Irrigation Tenders in barasat West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

39984544
Tender For Construction And Installation ( Including Supply And Delivery Of All Related Materials , All-In-One Works On Turn Key Basis ) Of Belia Khali - I Solar Mini Rli Scheme
Open Tender
Indian
West Bengal
barasat
17-10-2023

Tender Details

Construction And Installation ( Including Supply And Delivery Of All Related Materials , All-In-One Works On Turn Key Basis ) Of Belia Khali - Isolar Mini Rli Scheme In Deganga Block Under Barasat ( A-M ) Sub Division Under Barasat ( A-M ) Division Under North 24 Parganas Under Ridf-Xxix Programme.-1 Supply & Delivery Of All Related Materialssupply And Delivery Of 140 Mm. Dia P.V.C. Pipe Class- I 140 ( With A Loose Matching Coupler, Class-Ii ) Marking Is No. 4985 / 2000 With Latest Amendments With Free Solvent Cement. 2 Supply And Delivery Of 110 Mm. Dia P.V.C. Pipe Class- I ( With A Loose Matching Coupler, Class-Ii ) Marking Is No. 4985 / 2000 With Latest Amendments With Free Solvent Cement. 3 Supply And Delivery Of 110 Mm. Dia P.V.C. Pipe Class-Ii ( With A Loose Matching Coupler, Class-Ii ) Marking Is No. 4985 / 2000 With Latest Amending With Free Solvent Cement. 4 Supply And Delivery Of Coupler ( Cl-Ii ) For 140 Mm. Dia P.V.C. Pipe ( Extra ) I.S. 10124 / 2009, Part- Ii With Free Solvent Cement. 5 Supply And Delivery Of Coupler ( Cl-Ii ) For 110 Mm. Dia P.V.C. Pipe ( Extra ) I.S. 10124 / 2009, Part- Ii With Free Solvent Cement. 6 Supply And Delivery Of 110X110x 110 M.P.V.C. Teeduly Is-10124 / 2009 With Free Solvent Cement. 7 Supply And Delivery Of 140X140x 140 M.P.V.C. Teeduly Is-10124 / 2009 With Free Solvent Cement. 8 Supply And Delivery Of 140 X 110 Reducer ( Cl-Ii ) Duly Is-10124 / 2009 With Free Solvent Cement. 9 Supply And Delivery Of 140 Mm. Dia 90°Bend ( Cl-Ii ) ( Is. No. 10124 / 2009 Part- 8 With Latest Amendment ) 10 Supply And Delivery Of 110 Mm. Dia 60°Bend ( Cl-Ii ) ( Is. No. 10124 / 2009 Part- 8 With Latest Amendment ) 11 Supply And Delivery Of 110 Mm. Dia 90°Bend ( Cl-Ii ) ( Is. No. 10124 / 2009 Part- 8 With Latest Amendment ) 12 Supply And Delivery Of 140 Mm. Dia Is. No. 10124 / 2009 Part- 4 With Latestamendment End Cap. 13 Supply And Delivery Of 110 Mm.Dia Is.No.10124 / 2009 Part-4 With Latest Amendment.Pvc End Cap. ( Cl-Iii ) 14 Supply And Delivery Of 110Mm. Dia ( Is. No 10124 / 2009 Part- 6 With Latest Amendment ) F.T.P. ( Cl-Ii ) 15 Supply And Delivery Of 140Mm. Dia ( Is. No 10124 / 2009 Part- 6 With Latest Amendment ) F.T.P. ( Cl-Ii ) 16 Supply And Delivery Of Extra Solvent Cement Duly I.S.14182-1994 With Latest Amendments 17 Supply And Delivery Of G.I. Tripod Set And Inlet & Outlet Pipe Fittingsas Per Drawing &Technical Specifications For Mini Rli Scheme. 18 Supply And Delivery Of 150 Mm Dia G.I. E.R.W. Pipe With Flange As Per Is 1239 ( Part-I ) / 2004 & 6392 / 1971, Table 17 Specification. 19 Supply And Delivery Of 100 Mm Dia G.Ie.R.W. Pipe With Flange As Per Is 1239 ( Part-I ) / 2004 & 6392 / 1971, Table 17 Specification. 20 Supply And Delivery Of150 Mm Nominal Bore ( Pd ) Sluice Valves Pressure Designation P.N. 1.6 With Hand Whee, L Isi Marked Sluice Valves For Water Works Purpose, C.I. Flanged Type, As Per Is 14846 / 2000 With Latest Amendments. Components / Parts Of Sluice Valves Shall Be Manufactured From Basic Materials Given In Table 1 Of Is 14846 / 2000 With Latest Amendments No 1, 2, 3 &4. The Valves Shall Be Tested For ( Closed End Test ) Against Hydrostatic Test Requirement 21 Supply And Delivery Of100 Mm Nominal Bore ( Pd ) Sluice Valves Pressure Designation P.N. 1.6 With Hand Whee, L Isi Marked Sluice Valves For Water Works Purpose, C.I. Flanged Type, As Per Is 14846 / 2000 With Latest Amendments. Components / Parts Of Sluice Valves Shall Be Manufactured From Basic Materials Given In Table 1 Of Is 14846 / 2000 With Latest Amendments No 1, 2, 3 &4. The Valves Shall Be Tested For ( Closed End Test ) Against Hydrostatic Test Requirement 22 Supply And Delivery Of ?100 Mm Alfa Alfa Valve Cast.Iron As Per Is 210 / 2009 With Latest Amendments, Alfa-Alfa Valve, Type C, As Per Drawing Annexed And Technical Specification 23 80 X 65Mm M.S. Flanged Reducer 24 100 X 80Mm M.S. Flanged Reducer 25 Supply And Delivery Of M.S Foundation Bolt For Distribution Chamber ( 1.1Kg Each ) Manufactured From 20 Mm Nominal Diameter M.S Rod As Per Is 2062 / 1992. Total Length Of The Bolt Is 375+ 10 Mm Having Welded Head 80+ 10 Mm In Length & 20 Mm In Nominal Diameter With Nut & Bolt 26 Supply And Delivery Of Gi Hexagonalheadbolts &Nuts Conformingto Is-1363 ( Part-I ) 1992 Productgrade - Cwithlatestammedments Forboths Is-1363 ( Part-3 ) / 1992Ofproduct Grade Cwithlatestamount For Nutsproperties / Class For Bolt 4.62 Nuts For 4.5. ( A ) M-20 X 80 Mm 27 ( B ) M-20 X 100 Mm 28 ( C ) M-16 X 65 Mm 29 ( D ) M-16 X 80 Mm 30 ( E ) M-16 X 50 Mm 31 Supply And Delivery Of 100 Mm Dia ( N.B ) Foot Valve Leather Washer 32 Supply And Delivery Of Sal Sleeper ( 4Ft X 6In X 4 In ) 33 Supply And Delivery Of Compresed Asbestos Fibre Jointing For Quadruped & Tripod Set ( For Raised Surface Of Flange As Per Is-6392 ) 300Mm.Dia ( Table-5 ) 34 Supply And Delivery Ofrubber Insertion 5 Mm Thick With Proper Reinforcement 2 Ply Confirming To Is 638 / 79 With Isi Marked With Latest Ammendments Suitable For Raised Surface Of Ms Flange As Per Is 6392 / 71 ( Table-5, 11, 17 ) ( 6 Nos. Standard Drilled Holes ) ( A ) 150 M Dia Ruber Insertion ( Table-17 ) 35 ( B ) 150 M Dia Ruber Insertion ( Table-5 ) 36 ( C ) 100 M Dia Ruber Insertion ( Table-17 ) 37 ( D ) 80 M Dia Ruber Insertion ( Table-17 ) 38 3C X 4 Sqmm Copper Cable Conforming To Is 694 [ Busbar To 32 A, Tp Main Switch And 32 A Tp Switch To Motor Starter ] 39 2 X 3C X 2.5 Sqmm Copper Cable Conforming To Is 694 In 25 Mm Gi Conduit ( Isi-Medium Quality ) [ Star-Delta Motor Starter To Motor ] 40 Supply And Installation Of Solar Module & Solar Controllersolar Module: Supply , Transport , Installation And Commissioning Of Isi Marked As Per Is 14286And Iec 61853 ( 1 ) , 61730 ( 1&2 ) , 61710 Certified Solar Module Of Multicrystaline / Monocrystalline / Monocrystalline Perc / Bifacial Cell With Min. Efficiency Of 15% And Fill Factor More Than 70%, Laminated Between Sheet Of -Ethylene Vinyl Acetate ( Eva ) And High Transmissivity 3.2 / 4.0 Mm Tempered Glass , Framed In Anodized Aluminium Frame .The Power Output Of Individual Pv Modules Used In The Pv Array, Under Stc, Should Be A Minimum Of 300 Watt Peak, With Adequate Provision For Measurement Tolerances.Modules Supplied With The Spv System Should Havewarrantyfor Output Wattage, Which Should Not Be Less Than 90% At The End Of 10 Years And 80% At The End Of 25 Years. Necessary Test Certificate Also To Be Supplied. A ) For 5 Hp Off-Grid Solar Water Pumping System With Polycrystalline Spv Modules5350-5700 Wp. ( 2 X 16 Nos @ 335Wp ) 41 Module Mounting Structure ( For 2Hp, 3Hp And 5Hp Solar Water Pumping System ) : Supply , Transportation & Installation Of G.I Manual Tracking Structure Made Of Ms Hollow Sections, Pipes, Plates, Anglesetc As Per Is 1161 / 1239, 1079 / 2062, To Hold Min 300 Wp Spv Moduleas Perdrawing And Specification Of Mnre .The Steel Structure Is To Be Protected Withminimum 80 Micron Galvanisation ( Hot Dip ) And Provided With Dual Axis Manual Tracking Arrangementthree Timesin A Day And Seasonal Tilting Are To Be Regulated To Face The Sun Optimally.The Weight Of The Module Mounting Structure Holding 4 Modules Should Not Be Less Than 195Kgs, Holding 6 Modules Should Not Be Less Than 210 Kg And Holding 8 Modules Should Not Be Less 0Than 245 Kg. ( 265 Kg For 8 Module Structure ) 42 Foundation Of Module Mounting Structure: Suitable And Stable Reinforced Cement Concretefoundation For Dual Axis Manual Tracking Spv Modulestructure As Per Approved Drawing. A ) For 8 Module Structure 43 Power Conditioning Unit With Ip54 Enclosure :Supply , Transport , Installation And Commissioning Of Ip 54 Protected Enclosured Inverter Unit Qualifyingiec 61683-Efficiency Measurementand Iec 60068-2-Environment Standard , Safety Standardsuitable For 3 Phasea.C. Motor, Igbtbased High Voltage Switching Inverter With Mppt Technology, To Take Care Of The Variation Of Sun Light Andwill Be Suitably Mounted Inside The Metal Enclosure. Inverter Should Have Protection Against Dry Run, Over Current, Under Current, Over Voltage, Under Voltage, Short Circuit Etc. System Should Be Able To Run At Low Sunshine And Minimum7 To 8 Hours A Day Run Should Be Possibleduring Normalsunshine.Condition. Inverter Should Have Option To Auto Start Forany Short Trip Off Due To Low Light / Cloudy Situation Except For Dry Run.Inverter Should Be Provided With A Display To Show The Various Parameter By The User Such As Voltage, Current, Solar Panel Dc Voltage, Inverter Igbt Temperature, Out Put Ac Voltage, Output Frequency, Pump Flow ( Direct Or Calculated Method ) , Irradiation Etc . The System Shouldstore The Dataat A Set Interval, Be Capable To Transfer It To External Storage Deviceand Support Communication Of Its Operational Parameters And Logs Over Modbus Protocol . It Should Also Monitor And Save Total Run Time, Total Water Pumped Etc . There Should Be Provision For Interfacing Gprs Based Data Transmission. C ) For 5 Hp Capacity Pump-Motor Set 44 Cable And Accessories :Supplying, Fitting And Fixings Of Uv Rated Copper Cable Laid Inside Hdpe Conduit And Other Accessories As Per Followings With Necessary Connection With The Solar Pv Module, Mppt Etc.I. 4.0 Sq Mm Single Core Multi Studs - 5 Mtrs ( For 2Hp ) & 26 M ( For 3 / 5 Hp ) Ii. Lugs, Hdpe Pipe, Flexible Pipe, Saddle, Cable Tie Etcfor 2 Or More Structure Per Structure With 9M Distance Between Structure. 45 Earthing: Earthing With 50 Mm Dia Gi Pipe 3.64 Mm Thick X 3.04 Mts. Long And 1 X 4 Swg Gi ( Hot Dip ) Wire ( 4 Mts. Long ) , 13 Mm Dia X 80 Mm Long Gi Bolts, Double Nuts, Double Washers Incl. S & F 15 Mm Dia Gi Pipe Protection ( 1 Mts. Long ) To Be Filled With Bitumen Partly Under The Ground Level And Partly Above Ground Level Driven To An Average Depth Of 3.65 Mts. Below The Ground Level As Below:By Isi-Medium Gi Pipe Including Excavation Of Soil For Installation Of Earth Electrode And Filling & Ramming And Connecting To Individual Structure To Earth Electrode Including S&F 20 Mm X 3 Mm Galvanised ( Hot Dip ) Ms Flat On Wall / Floor With Gi Saddles As Required And Connection To Equipments Incl. Drilling Holes, With Bolts, Nuts, Washers Etc. 46 Connecting The Equipments To Earth Busbar Including S & F Gi ( Hot Dip ) Wire Of 8 Swg On Wall / Floor With Staples Buried Inside Wall / Floor As Required And Making Connection To Equipments With Bolts, Nuts, Washers, Cable Lugs Etc. As Required And Mending Good Damages 47 A ) Lighting System At Scheme: ( With Lighting Pole ) :Dusk To Dawn Lighting Arrangement Of At 4 Mts Height With 75 Mm X 50 Mm G.I. Pipewith 12 V, 40Ah 2-In-1 Lithium Ion / Ferro- Phosphate Batterywith In-Built11 Watt Led Lamp , 50 Wp Solar Panelto Cover The Scheme Area. The Lighting System Should Be Warranted For 5Years From The Date Of Installation. 48 Lightning Protection ( Pole Mounted ) : Lightning Protection With 3 X 1.5 G.I Pipe Of ( 6+1 ) Mts Height With Base Flange Inproper Rccfoundation And S & F Lightning Conductor Air Terminal Made Of 20 Mm Dia 1000 Mm Long Gi Pipe ( Isi Medium ) Having Five Discharge Prongs Of 4 Swg Gi ( Hot Dip ) Wire At Top .Earthing With 65 Mm Dia Gi Pipe ( Medium ) 3.0 Mts. Long And 1 X 19 / 10 Stranded Gi ( Hot Dip ) Wire ( 4 Mts. Long ) , 20 Mm Dia X 125 Mm Long Galvanized Bolt, Double Nuts, Double Washers Including Socketing At Both Ends Of Stranded Gi ( Hot Dip ) Wire By Crimping Sockets / Thimbles And S & F65 Mm Dia Gi Pipe ( Isi-Medium ) Protection ( 3 Mts. Long ) To Be Filled With Bitumen Partly Under The Ground Level And Partly Above Ground Level To An Average Depth Of 3.65 Mts, Including Connection Toearth Electrodes With 25 X 6Mm G.I Strip. ( Provision Of One Lightning Protection For Each Scheme As Per Drawing ) 49 Supply And Installation Of 3 Phase Electromotor Pump-Motor Set Suitable For Solar Operation Covering 5 Years Warranty For The Following Conditions Including Loading, Unloading, Transportation Etc.:-5 Hp Isi Marked 3 Phase 415 V Pump-Motor Set Having Discharge At Required Head As Below:- ( I ) Monoblock Surface Pump-Motor Set Isi Marked As Per Is: 9079 For Mini Rli Scheme With Discharge Of 13.8 Lps At 18 Mts. Total Head With 100 Mm Dia. Reinforced Pvc Suction Pipe ( 20M ) And Delivery Pipe ( 10M ) , Foot Valve, Nipple, Priming Bend Cable And All Other Required Accessories To Complete Connection Of Suction And Delivery Side. 50 Testing And Commissioning Of Scheme After Completion Of All Work 51 Comprehensive Maintenance Charges For 4 Years Beyond 1 Year Warranty Period ( Which Cover Monthly Inspection, Yearly Training To Wua, To Attend Breakdown Within 3 Days And To Keep The Scheme In Operationwithout Lapse Of Time ) C ) For 5 Hpboth For Submersible & Surface Pumpnote:Total Comprehensive Maintenance Charge Is To Be Withheld In Addition To Securirty Deposit . Security Deposit Will Be Released After Expiry Of Warranty Period Of 1 Year& Comprehensive Maintenance Chargeswillbe Released@ Rs.0.75Per Wp Per Year At The End Of Each Maintenance Period I.E.At The End Of 2Nd Year, 3Rd Year, 4Th Year, 5Th Year.In Case The “Bidder” Does Not Provide Service During The Warranty & Comprehensive Maintenance Period, The Amount So Held Up Will Beforfeited 52 Insurance @ 2% For Item No. 33, 36, 40 & 42 For A Period Of 5 Years.Note:2Ist YearSinsurance Charge Is To Be Paid On Production Of Original Receipt Of Premium Payment. Remaining 4 Years Insurance Payment Is To Be Withheld Which Will Be Released During2nd, 3Rd , 4Th & 5Th Year On Production Of Original Receipt Of Premium Payment. ( Rs.580306.80 Of 2% = Rs.11606.14 ) 53 Supplying Fitting Fixing Including Transportation Of 1 Mtr X 0.6 M X 24 Swg Ms Board Contaning The Name Of Scheme And Details Of Scheme As Directed By Eic. The Board Should Have Base Colour - Black And Words - White To Be Fitted And Fixed On The Pipe Will Be Grouted In 1:2:4 Cc On Single Brick Flat Soling 54 Supply Of Ms Kiox Box Of Size 72 X 48 X 30 Made With 16 Swg M.S. Sheet Fitting And Fixing By Running Welding ( 40 Mm X 40 Mm X 6Mm ) Angle With Painting Complete As Per Direction Of Eic ( 4Nos. X 65 X 65 X 6Mm ) Base ( Power Coating As Per Is 13871 ) 55 Wtaearthwork In Excavation Of Foundationtrenches Or Drains In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite And Sand Stone ) , Including Removing, Spreading Or Stacking The Spoils, As Directed And Including Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottoms, Bailing Or Pumping Out Of Water Etc. As Required Complete.Depth Of Excavation Not Exceeding 1.5 Metre ( Not Required Shoring ) . 56 Earth Work In Excavation Of Field Trenches As Per Design Section And Alignment For Laying Of Pipe Lines ( Pvc, Rcc, Acp Etc. ) Upto A Depth Of 1500 Mm All Sorts Of Soils Including Removing, Spreading Or Stacking Extra Earth As Directed. The Item Includes Necessary Trimming Of Sides Trenches, Levelling, Dressing And Ramming The Bottom As Required Complete . ( A ) Depth Of Excavation Not Exceeding 1, 500 Mm. 57 Laying Of Upvc Pipes Of Different Diameters Within Field Trenches In Curve / Straight Line Including Using Upvc Fittings, Viz. Horizontal And Vertical Bends, Riser Pipes, Tee Reducer Etc.And Making Leak Proof Joints With Couplers After Roghening The Surface With Wire Brush And Emery Paper And Applying Solvent Cement ( The Rate Is Inclusive Of Transport Of Pipes, Fittigs And Solvent Cement To Be Supplied By Deptt. ) All Complete Asper Direction Of Engineer-In- Charge.I ) 140 Mm.Od. 58 Ii ) 110 Mm. Od. 59 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 60 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) 61 Ordinary Cement Concrete ( Mix 1: 1.5 :3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( Stack Yard To Site Distance= 40 Km ) 62 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering, Reinforcement, If Any, In Ground Floor As Per Relevant Is Code. A ) Pakur Variety ( Stack Yard To Site Distance= 40 Km ) 63 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works. ( Upto Roof Of Ground Floor ) ( When The Height Of A Particular Floor Is More Than 4 M. The Equivalent Floor Ht. Shall Be Taken As 4 M. And Extra For Works Beyond The Initial 4 M. Ht. Shall Be Allowed Under 16 ( C ) For Every 4 M. Or Part Thereof. ) ( A ) 25 Mm. To 30 Mm. Thick Wooden Shutteringas Per Decision & Direction Of Engineer-In-Charge. I ) For Foundation Blocks Of Tripod 64 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. ( A ) For Works In Foundation, Basement And Uptoroof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steelfor Sail / Tata / Rinl 65 Brick Work In Cement Mortar ( 1 : 6 ) With First Class Kiln Burnt Bricks Including Racking Out Joints, Scaffolding And Other Incidental Works Etc. Complete In Foundation And Plinth. 66 12.5 Cm. Thick 1St Class Brickwork In Cement Mortar ( 1 : 4 ) In Ground Floor Including, Scaffolding, Racking Out Joints Etc. Complete. 67 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints, Including Throating, Nosing And Drip Course, Scaffolding / Stagingwhere Necessary ( Ground Floor ) Excluding Cost Of Chipping Over Concrete Surface. ( Ii ) With ( 1:4 ) Cement Mortar, ( B ) 15 Mm. Thick Plaster 68 Neat Cement Punning About 1.5 Mm. Thick In Wall Dado, Floor, Drain, Door And Window Sill Etc. Complete.Note : Cement 0.152 Cu.M. Per 100 Sq.M. 69 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layer Not Exceeding 15 Cm. Including Watering And Ramming Etc. Layer By Layer Complete With Earth Obtained From Excavation Offoundation. 70 Labour Charges For Fitting And Fixing And Laying , Where Necessary Offowlling M.S / G.I. / E.R.W Pipes And Accessories ( To Be Supplied Deparmentally ) Including Transportation Of The Same Cutting, Threading, Jointing & Making Leak Proof Threaded / Flanged Joints At Site, By Using Scoket / Rubber Insertion, Nuts And Bolts Etc., Maintaing The Properalignment And Level / All Complete / As Per Direction Of E-I-C. ( I ) ( A ) 150 Mm. Dia. Erw Pipe. 71 ( I ) ( B ) 100 Mm Dia. Nb Erw / Ms Pipes 72 Erection, Fitting, Fixing Of Set Of M S Tripod Inlet And Outlet Pipe Fittings For Mdtw / Mini Rli Scheme. ( Rate Inclusive Of Transportation From Departmental Store To Work Site ) . 73 Labour Charges For Fitting, Fixing 110 Mm. Dia. Alfa-Aifa Valve With 140Mm. Dia. P.V.C. Riser Pipe With The Help Of Flanged P.V.C. Tail-Piece By Joining The P.V.C. End Of Tail-Piece And Riser Pipe With Coupler And Flanged End Of Tail-Piece And Alfa-Alfa Valve With Rubber Insertion, Nuts And Bolts Etc. Complete. 74 Labour Charges For Fitting, Fixing ( 150 X 140 ) Mm Dia M S Reducerwith 110 Mm Dia Upvc Pipe With The Help Of Ftp ( Flanged Tail Piece ) By Joining The Pvc End Of The Tail Piece And 110 Mm Dia Upvc Pipe With Coupler And Flanged End Of Tail Piece And Expander With Rubber Insertion, Nuts And Bolts Etc. Complete. ( Rate Inclusive Of Transportation From Departmental Store To Work Site ) . 75 Fitting And Fixing Of M.S. / G.I. / C.L.Accessories And Special In Pipe Line ( Accessories & Special To Be Supplied Departmentally ) Including Supply Of Jointing Materials Viz.Rubber Insertion, Nuts & Bolts, Havoc Zink ( Zink Oxide ) Complete As Per Direction Of Engineer-In-Charge. Of 150& 100 Mm Dia Sluice Valve. 76 Suppling 1 Mtr X 0.6 M X 24 Swg Ms Board Contaning List Of Spout Wise Water Users By Making Numbers Of Spout As Directed By Eic. The Board Should Have Base Colour - Black And Words - White To Be Fitted And Fixed On The Wall Of The Pump House 77 Installation Of Diesel Engine Pumping Set Of Any Make I Brand And For Rli Scheme On Pump Foundation Over Sal Sleeper ( To Be Supplied Departmentally ) By Fixing Nuts And Bolts And Making Connection Of Suction Hose And Foot Valve With Necessary Fittings At The Inlet End Of The Water Pump And Fitting Fixing Of 90° M S Priming Bend, Sluice Valve And Delivery Hose With All Necessary Fittings At The Delivery End Of The Water Pump, Duly Connected With The Pipe Line, Maintaining Proper Alignment And Level Including Cutting Holes On The Wall Of The Pump House Where Necessary, Mending Good Damages After Completion Of The Works As Per Direction Of Engineer-In-Charge. ( Pump Set And All Accessories Will Be Supplied Departmentally ) .For Mini R.L.I. Scheme. 78 B ) Testing Of Pipe Line System Against Leakages By Filling The Distribution Chamber With Water And Supplying Water Through The Entirepipe Line Net Work For At Least 4 ( Four ) Hour By Running The Departmental Deasel Engine Pumping Set, Including Supplying Necessary Fuels & Lubricants And Hiring And Transporting Tools And Plants All Complete As Per Direction Of Engineer-In-Charge.Iii ) For Mini R.L.I.

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BOQ Items

Name of Work: CONSTRUCTION AND INSTALLATION ( INCLUDING SUPPLY AND DELIVERY OF ALL RELATED MATERIALS , ALL-IN-ONE WORKS ON TURN KEY BASIS ) OF BELIA KHALI - ISOLAR MINI RLI SCHEME IN DEGANGA BLOCK UNDER BARASAT (A-M) SUB DIVISION UNDER BARASAT (A-M) DIVISION UNDER NORTH 24 PARGANAS UNDER RIDF-XXIX PROGRAMME.
Sl. No. Item Description
1SUPPLY & DELIVERY OF ALL RELATED MATERIALS Supply and Delivery of 140 mm. dia P.V.C. pipe Class- I 140(with a loose matching coupler,class-II) marking IS No. 4985/2000 with latest amendments with free solvent cement.
2Supply and Delivery of 110 mm. dia P.V.C. pipe Class- I (with a loose matching coupler,class-II) marking IS No. 4985/2000 with latest amendments with free solvent cement.
3Supply and Delivery of 110 mm. dia P.V.C. pipe class-II ( with a loose matching coupler,class-II) marking IS No. 4985/2000 with latest amending with free solvent cement.
4Supply and Delivery of Coupler(Cl-II) for 140 mm. dia P.V.C. pipe (extra) I.S. 10124/2009, Part- II with free solvent cement.
5Supply and Delivery of Coupler(Cl-II) for 110 mm. dia P.V.C. pipe (extra) I.S. 10124/2009, Part- II with free solvent cement.
6Supply and Delivery of 110x110x 110 M.P.V.C. Teeduly IS-10124/2009 with free solvent cement.
7Supply and Delivery of 140x140x 140 M.P.V.C. Teeduly IS-10124/2009 with free solvent cement.
8Supply and Delivery of 140 x 110 Reducer(cl-II) duly IS-10124/2009 with free solvent cement.
9Supply and Delivery of 140 mm. dia 90°bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment )
10Supply and Delivery of 110 mm. dia 60°bend(cl-II)( IS. No. 10124/ 2009 Part- 8 with latest amendment )
11Supply and Delivery of 110 mm. dia 90°bend(cl-II)( IS. No. 10124/ 2009 Part- 8 with latest amendment )
12Supply and Delivery of 140 mm. dia IS. NO. 10124/ 2009 Part- 4 with latestamendment End cap.
13Supply and Delivery of 110 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(Cl-III)
14Supply and Delivery of 110mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
15Supply and Delivery of 140mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
16Supply and Delivery of Extra Solvent cement duly I.S.14182-1994 with latest amendments
17Supply and Delivery of G.I. Tripod Set and Inlet & Outlet Pipe Fittingsas per drawing &Technical specifications for Mini RLI scheme.
18Supply and Delivery of 150 mm dia G.I. E.R.W. Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification.
19Supply and Delivery of 100 mm dia G.IE.R.W. Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification.
20Supply and Delivery of150 mm Nominal Bore (PD) Sluice Valves Pressure Designation P.N. 1.6 with Hand Whee,l ISI marked Sluice Valves for water works purpose, C.I. Flanged type, as per IS 14846/ 2000 with latest amendments. Components/ Parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 With latest amendments no 1, 2, 3 &4. The valves shall be tested for (closed End test) against Hydrostatic Test Requirement
21Supply and Delivery of100 mm Nominal Bore (PD) Sluice Valves Pressure Designation P.N. 1.6 with Hand Whee,l ISI marked Sluice Valves for water works purpose, C.I. Flanged type, as per IS 14846/ 2000 with latest amendments. Components/ Parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 With latest amendments no 1, 2, 3 &4. The valves shall be tested for (closed End test) against Hydrostatic Test Requirement
22Supply and delivery of ?100 mm Alfa Alfa Valve Cast.Iron as per IS 210/2009 with latest amendments, Alfa-Alfa Valve, Type C, as per Drawing Annexed and Technical Specification
2380 X 65mm M.S. flanged reducer
24100 X 80mm M.S. flanged reducer
25Supply and Delivery of M.S Foundation Bolt for distribution chamber (1.1kg each) manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of the Bolt is 375+ 10 mm having welded head 80+ 10 mm in length & 20 mm in nominal diameter with Nut & Bolt
26Supply and Delivery of GI HexagonalHeadBolts &Nuts conformingto IS-1363 (Part-I) 1992 productgrade - Cwithlatestammedments forboths IS-1363 (Part-3) / 1992ofproduct grade Cwithlatestamount for nutsproperties / class for bolt 4.62 nuts for 4.5.(a) M-20 X 80 mm
27(b) M-20 X 100 mm
28(c) M-16 X 65 mm
29(d)M-16 X 80 mm
30(e)M-16 X 50 mm
31Supply and Delivery of 100 mm dia (N.B) Foot valve leather washer
32Supply and Delivery of Sal Sleeper (4ft X 6in X 4 in)
33Supply and Delivery of Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 300mm.dia(Table-5)
34Supply and Delivery ofRubber Insertion 5 mm thick with proper reinforcement 2 Ply confirming to IS 638/79 with ISI Marked with latest ammendments suitable for raised surface of MS Flange as per IS 6392/71 (Table-5,11,17) (6 Nos. Standard drilled holes) (a) 150 m dia Ruber Insertion(Table-17)
35(b)150 m dia Ruber Insertion(Table-5)
36(c)100 m dia Ruber Insertion(Table-17)
37(d)80 m dia Ruber Insertion (Table-17)
383C X 4 sqmm copper cable conforming to IS 694 [Busbar to 32 A, TP Main switch and 32 A TP switch to Motor starter]
392 X 3C X 2.5 sqmm copper cable conforming to IS 694 in 25 mm GI conduit (ISI-Medium quality)[ Star-Delta Motor starter to Motor]
40Supply and Installation of Solar Module & Solar Controller Solar Module: Supply , transport , installation and commissioning of ISI marked as per IS 14286and IEC 61853(1), 61730(1&2), 61710 certified Solar Module of Multicrystaline/Monocrystalline/ Monocrystalline PERC/bifacial cell with min. efficiency of 15% and fill factor more than 70%, laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2/4.0 mm tempered glass , framed in anodized aluminium frame .The power output of individual PV modules used in the PV array, under STC, should be a minimum of 300 Watt peak, with adequate provision for measurement tolerances.Modules supplied with the SPV system should havewarrantyfor output wattage, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate also to be supplied. a) For 5 HP Off-grid Solar Water Pumping System with Polycrystalline SPV modules5350-5700 Wp. (2 x 16 nos @ 335Wp)
41Module Mounting Structure ( For 2HP, 3HP and 5HP Solar Water Pumping System): Supply , transportation & installation of G.I manual tracking structure made of MS hollow sections, pipes,plates, anglesetc as per IS 1161/1239, 1079/2062, to hold min 300 Wp SPV Moduleas perdrawing and specification of MNRE .The steel structure is to be protected withminimum 80 micron galvanisation(hot dip) and provided with dual axis manual tracking arrangementthree timesin a day and seasonal tilting are to be regulated to face the sun optimally.The weight of the Module Mounting Structure holding 4 Modules should not be less than 195Kgs, holding 6 Modules should not be less than 210 Kg and holding 8 Modules should not be less 0than 245 Kg. (265 Kg for 8 module structure)
42Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concretefoundation for dual axis manual tracking SPV Modulestructure as per approved drawing. a) For 8 module structure
43Power conditioning unit with IP54 enclosure : Supply , transport , installation and commissioning of IP 54 protected enclosured Inverter Unit qualifyingIEC 61683-Efficiency measurementand IEC 60068-2-Environment Standard , safety standardsuitable for 3 PhaseA.C. motor,IGBTbased high voltage switching inverter with MPPT technology, to take care of the variation of Sun light andwill be suitably mounted inside the metal enclosure. Inverter should have protection against Dry run, Over current, Under current, Over voltage, Under voltage, Short circuit etc. System should be able to run at low sunshine and minimum7 to 8 hours a day run should be possibleduring normalsunshine.condition. Inverter should have option to auto start forany short trip off due to low light/ cloudy situation except for dry run.Inverter should be provided with a display to show the various parameter by the user such as Voltage, Current, Solar panel DC voltage, Inverter IGBT temperature, Out put AC voltage, Output frequency, Pump flow (direct or calculated method), Irradiation etc . The system shouldstore the dataat a set interval, be capable to transfer it to external storage deviceand support communication of its operational parameters and logs over Modbus protocol . It should also monitor and save total run time, total water pumped etc . There should be provision for interfacing GPRS based data transmission. c) For 5 HP capacity Pump-motor set
44Cable and Accessories : Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc. i. 4.0 Sq mm single core multi studs - 5 Mtrs ( for 2HP) & 26 m ( for 3/5 HP) ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc For 2 or more structure per structure with 9m distance between structure.
45Earthing: Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
46Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of 8 swg on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages
47a) Lighting System at Scheme: (with lighting Pole) : Dusk to dawn lighting arrangement of at 4 mts height with 75 mm x 50 mm G.I. pipewith 12 V, 40Ah 2-in-1 Lithium ion/ Ferro- Phosphate batterywith in-built11 watt LED lamp , 50 Wp solar panelto cover the scheme area. The lighting system should be warranted for 5years from the date of installation.
48Lightning protection (Pole mounted): Lightning protection with 3" X 1.5" G.I pipe of (6+1) mts height with base flange inproper RCCfoundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top .Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts, including connection toearth electrodes with 25 X 6mm G.I strip. (Provision of one lightning protection for each scheme as per drawing)
49Supply and installation of 3 phase electromotor pump-motor set suitable for Solar operation covering 5 years warranty for the following conditions including loading, unloading, transportation etc.:- 5 HP ISI marked 3 phase 415 V Pump-Motor set having discharge at required head as below:- (i) Monoblock Surface Pump-motor set ISI marked as per IS: 9079 for mini RLI scheme with discharge of 13.8 Lps at 18 mts. total head with 100 mm dia. reinforced PVC suction pipe(20m) and delivery pipe(10m), foot valve, nipple, priming bend Cable and all other required accessories to complete connection of suction and delivery side.
50Testing and commissioning of scheme after completion of all work
51Comprehensive maintenance charges for 4 years beyond 1 year warranty period (which cover monthly inspection, Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme in operationwithout lapse of time) c) For 5 HPboth for Submersible & Surface pumpNote: Total comprehensive maintenance charge is to be withheld in addition to Securirty Deposit . Security Deposit will be released after expiry of warranty period of 1 year& Comprehensive maintenance chargeswillbe released@ Rs.0.75per Wp per year at the end of each maintenance period i.e.at the end of 2nd year, 3rd year, 4th year, 5th year.In case the “Bidder” does not provide service during the warranty & comprehensive maintenance period, the amount so held up will beforfeited
52Insurance @ 2% for Item No. 33,36,40 & 42 for a period of 5 years. Note:2Ist year"sInsurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment. (Rs.580306.80 of 2% = Rs.11606.14)
53Supplying fitting fixing including transportation of 1 mtr x 0.6 m x 24 swg MS board contaning The name of Scheme and details of Scheme as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the pipe will be grouted in 1:2:4 CC on single brick flat soling
54Supply of MS kiox box of size 72" x 48 x 30" made with 16 SWG M.S. Sheet fitting and fixing by running welding (40 mm x 40 mm x 6mm) angle with painting complete as per direction of EIC (4nos. X 65 X 65 X 6mm) Base (Power Coating as per IS 13871)
55WTA Earthwork in excavation of foundationtrenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete.Depth of excavation not exceeding 1.5 metre (not required shoring).
56Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete . (a) Depth of excavation not exceeding 1,500 mm.
57Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.i) 140 mm.OD.
58ii) 110 mm. OD.
59Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
60Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
61Ordinary Cement Concrete (mix 1: 1.5 :3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS Codes.(Stack yard to site distance= 40 KM)
62Ordinary Cement concrete (1:2:4)with graded stone chips (20 mm nominal size)excluding shuttering, reinforcement, if any, in ground floor as per relevant IS code. a) Pakur Variety (Stack yard to site distance= 40 KM)
63Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.) (a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge. i)For foundation Blocks of Tripod
64Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation, basement and uptoroof of ground floor / upto 4m. (i) Tor steel/Mild steel For SAIL/TATA/RINL
65Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.
6612.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
67Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding/stagingwhere necessary (ground floor) excluding cost of chipping over concrete surface. (ii) with (1:4) cement mortar, (b) 15 mm. thick plaster
68Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. NOTE : Cement 0.152 cu.m. per 100 sq.m.
69Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation.
70Labour charges for fitting and fixing and laying , where necessary offowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion,nuts and bolts etc., maintaing the properalignment and level / all complete / as per direction of E-I-C. (i)(a) 150 mm. dia. ERW pipe.
71(i)(b) 100 mm dia. NB ERW/MS Pipes
72Erection, fitting, fixing of set of M S Tripod inlet and outlet pipe fittings for MDTW / MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).
73Labour charges for fitting, fixing 110 mm. Dia. Alfa-AIfa valve with 140mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
74Labour charges for fitting, fixing (150 x 140) mm dia M S reducerwith 110 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 110 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site).
75Fitting and fixing of M.S./G.I./C.l.accessories and special in pipe line(accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge. of 150& 100 mm dia Sluice Valve.
76Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house
77Installation of Diesel Engine Pumping set of any make I brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally). For Mini R.L.I. Scheme.
78b) Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. iii) For Mini R.L.I.
79GST @ 18% on sub-total(sl no 33 to 69)
80Labour welfare Cess@1%on sub-total(sl no 33 to 70)
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