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Tender For Augmentation Of Uwss Dausa With 1Year Defect Liability Period And 5 Years O&M After Defect Liability Period”, dausa-Rajasthan

Public Health Engineering Department has published Tender For Augmentation Of Uwss Dausa With 1Year Defect Liability Period And 5 Years O&M After Defect Liability Period”. Submission Date for this Tender is 25-04-2023. Pump House Construction Tenders in dausa Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

36390277
Corrigendum : Tender For Augmentation Of Uwss Dausa With 1Year Defect Liability Period And 5 Years O&M After Defect Liability Period”
Open Tender
Indian
Rajasthan
Dausa
25-04-2023

Tender Details

Tender For Augmentation Of Uwss Dausa With 1Year Defect Liability Period And 5 Years O&M After Defect Liability Period” - Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointingductileiron ( Di ) Isi Markedk-7Grades&Spipesas Per Is:8329-2000 ( Amendedup Todate ) , Withinternalcementmortar Lining Suitable For Potablewater With Rubber Ring ( Epdm ) Joints As Per Is: 5382-1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 2 100 Mm 3 150 Mm 4 200 Mm 5 250 Mm 6 300 Mm 7 350 Mm 8 400 Mm 9 450 Mm 10 600 Mm 11 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpeisi Marked Pipes As Per Is-4984: 1995 ( Amended Upto Date ) With Necessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe Byelectro Fusion Welding Method, Including All Taxes , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) , Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earth Work ) .Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately.Supply May Be In Coil Or Straight Length In 6 M / 12 M.Hdpe Pe-80Pn-6 12 90Mm 13 110 Mm 14 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpeisi Marked Pipes As Per Is-4984: 1995 ( Amended Upto Date ) With Necessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) , Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earth Work ) . Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately.Supply Of Pipe Shall Be In Straight Length In 6 / 12 M.Hdpe Pe-80Pn-6 15 125Mm 16 140Mm 17 160Mm 18 180Mm 19 200Mm 20 225Mm 21 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Mtr. Including Required All Safety Provisions Etc.:All Kinds Of Soil 22 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Trenches Of Required Width And Gradient For Laying And Jointing Of Pipe Line Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Stacking Serviceable Material For Measurements And Disposal Of Unserviceable Material As Directed, With In A Lead Of 50 Mtr. Including All Safety Provisions Required .:Ordinary Rock 23 Providing And Fixing Of Flanged / Plain Ended Ms Specials Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixinginpositionatalllevel / Depths In Trenches Complete Includingall Taxes, Material, Labour, Inside Lining, Outside Coating, Testingandcommissioning Alongwithpipelineaspertechnicalspecifications Anddirection Of Engineer-In-Charge.Ms Pipespecialsupto600mmdia ( Withminimum5mmthickness Sheet ) 24 Providing And Fixing Of Flanged / Plain Ended Ms Specials Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixinginpositionatalllevel / Depths In Trenches Complete Includingall Taxes, Material, Labour, Inside Lining, Outside Coating, Testingandcommissioning Alongwithpipelineaspertechnicalspecifications Anddirection Of Engineer-In-Charge.Ms Pipe Specials Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 25 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Ci Double Acting Kinetic Air Valve With Isolating Sluice Valveof Approved Makes For Following Pressure Rating & Dia Complete, Confirming To Is: 14845-2000 ( Amendedupto Date ) And Of Following Specifications: Body , Cover And Cowl - Grey Cast Iron As Per Is:210- Fg 200 , Float - Stainless Steel Aisi 304 / Is: 3444 , Float Guide- Hbt1.Hp Orifice-Htb2 / Ss, Body Seat Ring - Leaded Tin Bronze / Ss .Seal Ring And Face Ring - Epdm / Nbr , Ends Flanged According To Is 6418, Fastners - Cs, Epoxy Paint Inside Outside Of Food Grade Safe For Drinking Water , Valves Including All Mateial, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work.Class Pn 1.0 26 50 Mm 27 80 Mm 28 100 Mm 29 150 Mm 30 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesstraight And Pocket Less Body Passage Of Approved Make Of Following Pressure Rating & Dia Complete, Confirfing To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , Epoxy ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steelinsersion Rubber Of Black Epdm 6Mm Thick . Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 31 80 Mm Dia 32 100 Mm Dia 33 125 Mm Dia 34 150 Mm Dia 35 200 Mm Hw 36 250 Mm Hw 37 300 Mm Hw 38 350 Mm With Gear 39 400 Mm With Gear 40 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirfing To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 41 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.6 ( Junction Valve ) 42 100 Mm Dia 43 150 Mm Dia 44 200 Mm Dia 45 250 Mm Dia 46 300 Mm Dia 47 350 Mm Dia 48 400 Mm Dia 49 450 Mm Dia 50 500 Mm Dia 51 600 Mm Dia. 52 Motorized Sluice Valves With Electric Actuator And Integral Starter Of Class Pn 1.6 53 100 Mm Dia 54 150 Mm Dia 55 200 Mm Dia 56 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvenised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 57 Class Pn 1.6, Manually Operated With Gear 58 400 Mm Dia 59 600 Mm Dia. 60 Class Pn 1.6, Motorised Operated 61 250 Mm Dia 62 300 Mm Dia 63 400 Mm Dia 64 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvenised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 65 Providing, Lowering, Aligning & Fixing In Position Di D / F Plunger Type Flow Control Valve Of Approved Make Of Following Pressure Rating & Dia Complete And Of Following Specifications:Body-Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or En-Js 1030, Plunger / Piston - Stainless Steel Aisi- 304 / Gr 1.4301, Piston Guides- Bronze Welded Overlay / Ss Shaft / Crank / Spindle- Stainless Steel Aisi- 420 / Gr 1.4021Body Seat Ring- Stainless Steel Aisi- 316 / 304 / Bronze Is:318- Ltb2 , Seal ( O- Ring / Quad Ring ) - Epdm / Nbr, Bearing Bush - Bronze Is:318- Ltb2, Slotted Cylinder / Strainer / Diffuser- Aisi- 420 / 304, Nut- Bolts - Ss, Face To Face- As Per Ansi B 16.1 / En 558-1 And Flange Ends Should Be As Per Ansi B-16.5, Class 150 And Class 300 / En-1092-2.Insersion Rubber Of Black Epdm 6Mm Thick , Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied Bothinside And Outside . Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning As Per Technical Specification & As Per Direction Of Engineer-In- Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Plunger Type Flow Control Valve 66 300Mm Dia 67 400Mm Dia 68 600Mm Dia 69 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Swing Type Non Return Valve Of Approved Make Of Following Pressure Rating & Dia Complete, Generally Confirming To Is: 5312 ( Part -1 ) / 2004 ( Amendedup To Date ) And Of Following Specifications: Body, Bonnet & Disc Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Is 5312 ( Part -1 ) :2004Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body, Cover And Disc Inside And Outside . Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs.Shaft Of Ss- Aisi- 410, Hinge Ss Aisi 316 / 410 , Bonnet Gasket Epdm , Bush- Brasswith Epdm / Nbr O Ring Seal Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvenised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Class Pn 1.6 70 100 Mm Dia 71 150 Mm Dia 72 200 Mm Dia 73 250 Mm Dia 74 400 Mm Dia 75 Construction Of Rcc Pillar For Following Size Of Air Valves Including Earthwork Excavation, Rcc M25 Grade For Base Slab, Vertical Pillar, Including Cost Of Steel Reinforcement , Gi ( Class-B ) / Ms Vertical Pipe, Form Work, Proper Curing Of Concrete Work Complete In All Respect As Per Standard Specifications And Drawings And As Directed By Engineer.Air Valve Pillarfor Airvalves Size Of 80Mmdia 76 Construction Of Rcc Pillar For Following Size Of Air Valves Including Earthwork Excavation, Rcc M25 Grade For Base Slab, Vertical Pillar, Including Cost Of Steel Reinforcement , Gi ( Class-B ) / Ms Vertical Pipe, Form Work, Proper Curing Of Concrete Work Complete In All Respect As Per Standard Specifications And Drawings And As Directed By Engineer.Air Valve Pillarfor Airvalves Size Of 100Mmdia 77 Construction Of Rcc Pillar For Following Size Of Air Valves Including Earthwork Excavation, Rcc M25 Grade For Base Slab, Vertical Pillar, Including Cost Of Steel Reinforcement , Gi ( Class-B ) / Ms Vertical Pipe, Form Work, Proper Curing Of Concrete Work Complete In All Respect As Per Standard Specifications And Drawings And As Directed By Engineer.Air Valve Pillarfor Airvalves Size Of 150Mmdia 78 Construction Of Rcc Sluice Valve Chamber For Different Type Of Valves Including Earthwork Excavation, 100Mm Pcc M15as Leveling Course, Rcc M25 Grade For Base Slab, Side Wall & Cover Slab , Including Cost Of Steel Reinforcement , Form Work, Pre-Cast, Plastic Encapsulated Ci / Ms Foot Rest, Ms Flats For The Support Of Pre-Cast, Proper Curing Of Concrete Work Complete In All Respect As Perspecifications And Standard Drawings And As Directed By Engineer-In-Charge.For Class-Aa Loading 79 Sluice Valve Chamber Of Size 1.13 M X0.85 M X1.325 M-For Pipe Size-Upto 100 Mm 80 Sluice Valve Chamber Of Size 1.17M X 0.95M X1.47Mfor Pipe Size-From 125-To-150Mm 81 Sluice Valve Chamber Of Size 1.26M X1.185M X1.88M For Pipe Size-From 200-To-300Mm 82 Sluice Valve Chamber Of Size 1.39M X1.43M X2.245Mfor Pipe Size-From 350-To-450Mm 83 Sluice Valve Chamber Of Size 1.61M X1.75M X2.85Mfor Pipe Size-From 500-To-700Mm 84 Dismantling Of Cement Concrete Pavement For Pipe Line Line And Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 85 Dismantling Of Flexible Pavement For Pipe Line Line And Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work.Bituminous Courses 86 Dismantling Of Flexible Pavement For Pipe Line Line And Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work.Granular Courses 87 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:3:6 ( 1 Cement : 3Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 88 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work.M20 Grade Nominal Mix 1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 89 Repair Of Bituminous Roadusing Gsb 15 Cm Thick, Wbm 15 Cm Thick In Two Layers , 20 Mm Thick Bitumin Carpet And Sand Seal Coat Complete As Per Specification And Scope Of Work. ( Based On Dausa 2019 Pwd Bsr Road 2019 90 Providing And Laying In Position Specified Grade Ofcement Concrete Forall Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcement. M20 Grade Nominal Mix 91 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 92 60 Mm Thick. 93 80 Mm Thick. 94 100 Mm Thick 95 Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation , Footings, Strap Beam, Raft , Bases Of Columns Etc. 96 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Three Level. Thermo-Mechanically Treated Bars ( Conforming Of Relevent Is Code ) 97 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 98 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 99 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 100 Rates For Rcc Ohsr, Sbc 18 T / Sqm, Seismic Zone-Ii & Staging 20 M 101 200Kl Capacity 102 500Kl Capacity 103 1250Kl Capacity 104 1500 Kl Capacity 105 2600 Kl Capacity 106 Rates For Rcc Ohsr, Sbc 18 T / Sqm, Seismic Zone-Ii & Staging 18 M 107 2900 Kl Capacity 108 Providing And Fixing Double Flanged Isi Marked Diclass K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , Asvertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing And Fixing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testingetc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 109 200 Mm 110 250 Mm 111 300 Mm 112 350 Mm 113 400 Mm 114 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 115 Bfm 150 Mm 116 Bfm200 Mm 117 Bfm 250 Mm 118 Bfm300 Mm 119 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioning Technical Specifications And As Per Direction Of Engineer. Class Pn 1.0 120 80 Mm Dia 121 100 Mm Dia. 122 125 Mm Dia 123 150 Mm Dia. 124 200 Mm Dia. 125 250 Mm Dia. 126 300 Mm Dia. 127 350 Mm Dia. 128 400 Mm Dia. 129 450 Mm Dia. 130 600 Mm Dia. 131 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Stone Masonary In Cm: 1:6 Section Of Foundation Above Pcc, 600 Mm ( W ) X 450 Mm ( D ) And 450 Mm ( W ) X 450 Mm ( D ) 4. Superstructure Work: Stone Masonary In Cm: 1:6, W-300, Height-1650 Mm, / Brick Work In Cm: 1:6 W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 132 For Esr 133 Proposed Pump House 134 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. For Esr 135 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. Proposed Pump House 136 Construction Of Rcc ( Flat Slab Type ) Rectangular Clear Water Reservoir Of Following Capacity As Per The Scope Of Work And Technical Specification, Consisting Of The Following Main Activities: -A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction.B ) Excavation In All Types Of Soil, Pcc Below Foundation & All Rcc Work Including All Labour And Material Charges Including Providing And Fixing Of Accessories Such As Ss Ladder, Ss Manhole Frame And Covers, Water Level Indicator ( Float Type ) , Ss Ventilator With Ss Screen, Float Valve, Puddle Collars, G.I. Pipe Railing Around Walk Way, Top Dome / Slab, Staircase In Side And Out Side. C ) Cwr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Vertical Wall Of Cwr. The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Concrete Over 150Mm Thick Compacted Soil Fill. 137 D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface Of The Roof Slab, And 600 Mm Height Of The Vertical Wall. E ) Successful Hydro Test And Water Tightness Test As Per I.S. Code. F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Roof Slab. G ) Providing And Applying Three Coats Of Cement-Based Paint On The Remaining External Surface Area Of The Structure.H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss 304 Ladder From Roof Slab To Bottom Slab, Inside Container. Providing And Fixing Water Level Indicator ( Float Type ) . I ) Providing And Fixing Ms Ladder From Ground To Top Slab.J ) All Ms Parts To Be Painted With Two Coats Of The Enamelled Paint Over The Primer Coat Of Red Oxide. K ) Providing And Fixing Of 150Mm Wide Water Bar For The Construction Joints In The Container. L ) Providing And Fixing Ci / Di Puddle Collars The Vertical Wall For Connecting Inlet, Outlet, Overflow And Washout Pipes Of The Reservoir. M ) Construction Of Inlet Chamber, And Valve Chambers Including Sluice Gate Of Sluice Valve From Inlet Chamber To Main Cwr N ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 138 Rates For Rcc Partially Underground Type Clear Water Reservoir Sbc10 T / Sqm, Seismic Zone-2, 3 & 4 ( And Proposed Pump House ) 139 Construction Of Pump House Of Required Size Suitable For Installation Of Maximum 4 No. Monoblock Pump Sets As Per Approved Ga Drawing, Scope Of Work And Technical Specification Complete Work In All Respect Including Electrical Works For Lighting And Fans, Rain Water Drainage. The Plinth Area Of Pump House Shall Be Area Of Measurement.Proposed Pump House 140 Providing, Installation, Testing And Commisioning Of Vacuum Feed Gas Chlorinator With All Assessories And Making Connection With Existing Pipeline Required Including Supply & Instalation Of Trunnion Roller Support, Auxillary Container Valve, Fluxible Copper Connector, Manifold Valve, Tonner Manifold Pipes, Chlorine Pressure Gauge, Isolation Valve, Gas Filter, Pressure Reducing Valve, Chlorine Gas Pipe With Fittings, Diffuser, Lifting Beam, Load Indicator, 25 Nb Pp Diaphragm Valve On Injector Inlet & Outlet, 32 Od Upvc Pipe For Chlorine Solution, 25 Nb Gi Pipe For Pump Suction & Delivery, 25 Nb Gm Gate Valve On Pump Suction & Delivery, 25 Nb Gm Y Type Stainer On Pump Suction, 25 Nb Gm Check Valve On Pump Delivery, Pressure Gauge With Isolated Valve On Pump Delivery And Chlorine Booster Pump With Motor Of Required Capacity Complete In All Respect As Per Specification And The Direction Of The Engineer2 Kg / Hr Capacity 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor Operating At Syncronised Speed Of Speed 1500 Rpm As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 Discharge 20 To 30 Lps And Head 51 To 60 M 143 Discharge 20 To 30 Lps And Head 20 To 30 M 144 Discharge 80 To 90 Lps And Head 51 To 60 M 145 Discharge 20 To 30 Lps And Head 31 To 40 M 146 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor Operating At Syncronised Speed Of Speed 1500 Rpm As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq.Discharge 281 To 300 Lps And Head 61 To 70 M 147 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 148 Efm100 Mm 149 Efm 150 Mm 150 Efm 200 Mm 151 Efm 250 Mm 152 Efm 300 Mm 153 Efm 400 Mm 154 Efm 600 Mm 155 Providing, Installation, Testing And Commissioning Of Following Stain Less Steel Aisi 304 Expansion Bellows Of 10 / 16 Bar Rating With Tie Rods As Per Technical Specifications And Layout Drawings Including Jointing Material Like Nuts, Bolts, Rubber Gaskets Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer.400 Mm Dia. 156 Providing, Installation, Testing And Commissioning Of Following Stain Less Steel Aisi 304 Expansion Bellows Of 10 / 16 Bar Rating With Tie Rods As Per Technical Specifications And Layout Drawings Including Jointing Material Like Nuts, Bolts, Rubber Gaskets Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer.500 Mm Dia. 157 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ms Dismantling Joint ( Fabricated Steel ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioning Technical Specifications And As Per Direction Of Engineer. 158 100 Mm Dia. 159 150 Mm Dia. 160 200 Mm Dia. 161 250 Mm Dia. 162 300 Mm Dia. 163 Manufacturing, Supplying , Lowering, Laying And Jointing In Position To Correct Line Spirally Welded Saw / Fabricated Ms Pipe Having Bevelled End Plates / Coils, Confirming To Is 3589-2001 Or Its Latest Revision / Amendments, For Following Thickness And Inside Diameter, Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) , Field Joints, Satisfactory Hydraulic Testing, Disinfection, Commissioning Etc. Completeas Per Technical Specifications Anddirection Of Engineer-In-Charge; ( Excluding Earthwork, But Including Internal And Outer Coating Both Side Epoxy ) . Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 164 Dia Of Pipe: 300.00 Mm ( I.D ) Thickness Of Pipe 5.0 Mm 165 Dia Of Pipe: 400.00 Mm ( I.D ) Thickness Of Pipe 5.0 Mm 166 Dia Of Pipe: 450.00 Mm ( I.D ) Thickness Of Pipe 5.0 Mm 167 Dia Of Pipe: 500.00 Mm ( I.D ) 168 Thickness Of Pipe 5.0 Mm 169 Thickness Of Pipe 7.0 Mm 170 Dia Of Pipe: 700.00 Mm ( I.D ) Thickness Of Pipe 7.0 Mm 171 Supply Of Erw M.S. Black Casing Pipe Isi Marked ( Is: 4270 / 2001 ) Or Amended Up To Dateoffollowing Sizes 172 150 Mm Dia Nb ( Thickness Of Pipe 5.0 Mm & Mass Of Tube 20.13 Kg / M ) 173 200 Mm Dia Nb ( Thickness Of Pipe 5.4Mm & Mass Of Tube 28.46 Kg / M ) 174 250 Mm Dia Nb ( Thickness Of Pipe 7.1 Mm & Mass Of Tube 46.57 Kg / M ) 175 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Ammended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fastners - Cs / Galvenised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings Valves Including All Mateial, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work.Class Pn 1.6 176 40 Mm 177 50 Mm 178 100 Mm Dia 179 Providing And Fixing Double Flanged Isi Markedgi Pipes Medium Duty ( Class B ) Steel Tube As Per Is:1239 Or Amended Up To Date And Zinc Coating As Per Is 4736 With Gi Fittings Excluding Valves As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Bend, Tee Etc. Providing And Fixing With Ms Clamps Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testingetc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 100 Mm 180 Providing, Installation, Testing And Commissioning Of Submersible Dewatering Pump Set Conforming To Relevant Is Codes And As Per Scope Of Work And Technical Specifications, With Water Proof Winding. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Shaft, Impeller, Pump And Motor Body. Motor Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, With Cable Guard. The Pump Set Shall Be Suitable For Direct Coupling, With Suitable Suction Strainer Etc. Completein All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditionsmentioned In Td.2.2 Kw ( 3.0 Hp ) 181 Supplying & Installing 100 Mm Diameter Sealed Diaphragm Bourdon Type Pressure Gauge Of Range 0 To 10 Kg.Including All Jointing Material As Per Specification With Safety Cover. 182 Electrical Work & Scada Work 183 Proposed Ph Electricity Work 184 Supply Installation Testing& Commissioning Of Star Ratedcopper Wound Distribution Transformer ( All The Distribution Transformer Must Bestarratedaspernotificationof ( Bee ) Ministryofpower, Goverenmentofindia ) Offollowingrating11 / 0.433Kvdelta-Star Connected, Vector Group Dyn 11, Onan Cooled & As Per Bee Star Level- 2 & Bis Approved As Per Is 2026-1977 & Lossesas Defined As Peris1180parti2014.Includingstandardaccessorieslike Conservator, Silicagelbreather, Bucholzrelay, Radiator, Fins, Ht Cablebox<Cableboxes, Off-Ltc ( +5%To-10%@2.5% ) Temperature Rise Of 40 Degree C In Oil / 45 Degree C In Winding , Isi Markeddrainvalve, Dialtypetemperaturegauge, Firstfillingof Transformer Oil As Per Is :335-1953 , Epoxy Based Paint, Including Carryingofpre-Commissiontesting&Chargingoftransformer Completeinallrespect.Nablaccredeated / Cpri / Erdalab Testing Reports With Oem Certificate Must Submitted To Engineer In Charge .Transformer Must Be Tested From Ctl Test Lab Of Discom ( If Reqd. ) Before Charging Of Transformer & Complete Installaion Must Be Certified From Electrical Inspectorate Office As Per Indian Electricityrule, Ctl Testing Charges & Inspection Charges Shall Be Reimbursed By The Department To The Contractor As Per Actual Expenditure. All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr .630Kva 185 Supply , Installation, Testing And Comissioning Of 11Kv, 630 A, 25 Ka / 1 Sec, Sf6 / Vcb Indoor Type Panel Ht Board, Free Standing Motor Operated & Withdrawal Type Fabricated From 2 Mm Thick Crca Sheet Steel , With Ammeter, Voltmeter, Pf Meter, Kwh Meter, Mdi Meter, Selectorswitchesasrequired, Crt-Ctofrequiredratio ( 15Va ; Cl-1.0 / 0.5 ) Pt ( 11 Kv / 110V / V3 ) , Fuses , Ip42 Protection, 4 / 8 / 10 / 12-Window Annunciation Panel , Ac / Dc Control Voltage 24 / 48 / 110 / 230V , Led Indication Lamps , S / C, O / C & E / F Protection ( Idmt ) Relaysalarm&Tripcontactsfortransformerprotection ( Highoiltemperature, Buchholzprotection, Highwinding Temperature ) , Power Pack 2 X 12 V, Etc Complete In All Respect Ready Touse ( Rtu ) , Oemmusthavebiscertificateand&Shallhave Submitnabl / Cpri / Erdalabtypetestreportsbefore Executioncompleteinallrespect.Allasperpreapprovedby Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr 186 Plate Earthing As Per Pwd Specification For Electrical Works As Per Is:3043 Withcopper Earth Plate Of Size 600Mm X 600Mm X 3.0Mm By Embodying3 To 4 Mtr. Below The Ground Level With 20Mm Dia. G.I. B Class Watering Pipe , Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And Heavy Duty Weather Proof Poly-Propylene Earth Pit Chamber With Lockable Jam Free Lid Suitable For Safe Working Load 5000 Kg Or More Of Size Top Dia. 225 To 260 Mm, Bottom Dia 300 To 350 Mm. And Height250 To 300 Mm. And Embodying The Pipecomplete With Alternate Layers Salt And Coke / Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Lessas Required & Must Record By Engineer In Charge During Site Visit And Ensure To Enter In Measurment Book.All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 187 Plate Earthing As Per Pwd Specification For Electrical Works As Per Is:3043 Withcopper Earth Plate Of Size 300Mm X 300Mm X 3.0Mm By Embodying3 To 4 Mtr. Below The Ground Level With 20Mm Dia. G.I. B Class Watering Pipe , Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And Heavy Duty Weather Proof Poly-Propylene Earth Pit Chamber With Lockable Jam Free Lid Suitable For Safe Working Load 5000 Kg Or More Of Size Top Dia. 225 To 260 Mm, Bottom Dia 300 To 350 Mm. And Height250 To 300 Mm. And Embodying The Pipecomplete With Alternate Layers Salt And Coke / Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Lessas Required & Must Record By Engineer In Charge During Site Visit And Ensure To Enter In Measurment Book.All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 188 G.I. Pipe 50 Mm Dia As Per Is:1239For Earthing System 189 Supply & Laying Following Size Earth Stripin Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Jointing Shall Be Done By Overlapping And With 2 Set Of Brass ( For Cu Strip ) / Gi ( For Gi Strip ) Nut Bolt & Spring Washer Spaced At 50Cm Makingconnectionetc.Asrequired.Allasperpreapprovedby Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 190 50Mm X 6Mm Copper Strip 191 50Mm X 6Mm G.I. ( Hot Dipped ) Strip 192 32Mm X6mm G.I. ( Hot Dipped ) Strip 193 25Mm X 6Mm G.I. ( Hot Dipped ) Strip 194 Providing & Laying Xlpe Insulated As Per Is:7098 / Ii / 85H.T.Cable As Per Pwd Specification For Electrical Works For Working Voltage 11 K.V. ( E ) Inexistingrcc / Hume / Stoneware / Pvcpipe / Open Duct / Cabletrenchwithfillingofexcavatedearthintrench, On Existing Cable Trays Or On Surface Etc.Including Making Necessary Connection, Testing Etc. As Required Of Size As Per Points ( A ) , ( B ) , ( C ) Mentioned Below:- ( A ) Material :- H4- Gradealuminium Conductor Of Purity >99.6 %& As Peris:1554 P-I / Is :7098 P - I ( B ) Conductorshallhaveelectrolyticaluminiumconfirmingtois 8130, Is 3975-1999For Armouring Of Cables , Is 5831 For Sheath, Is 10810 ( Part 0 To 64 ) For Testing Procedures ( C ) Oemmusthaveiso9001&14001Certificationsforquality Assuarance&Itsowninhousenabllabsetupforalltesting Facilities Forcables .All Above As Per Pre Approved By Engineer In Charge.Foradditionaltechnicalparametersofproducts / Work, Refer Annexure A Attached With This Bsr .3 Core 120.0 Sq.Mm 195 Providing&Makingheatshrinkabletypeindoor / Outdoor / Straight Through Terminations / Joint Kit As Per Pwd Specification For Electrical Works Suitable For11 Kv / 33 Kv Cable With Required Components, Preprationofcableends.Typetestreportshouldbeasper Is13573:2011 Which Covered All Sequence For Table 2 For Termination Kit And Table 3 For Streightthrough Joint Inclusive Thermal & Dynamic Short Circuit Test, Humidity Test, Soil Fog Test. Crosslinking Shall Be Done Out Side Factory With E- Beam / Peroxide Technology. Extrusion Process Shall Be In House Oem Within Same Vicinity. Oem Test Lab Should Be As Per Iso 9001:2015 & 14001 : 2015 & Reports Submitted To Engineer In Charge Includingtesting Etc. As Required Of Following Sizes. All As Per Pre Approved By Engineer In Charge.For Additional Technicalparametersofproducts / Work, ReferannexureA Attached With This Bsr . 196 11 Kv End Termination Kit Indoor Type 3 Core 120 / 150 / 185 Sq.Mm 197 11 Kv End Termination Kit Outdoor Type3 Core 120 / 150 / 185 Sq.Mm 198 Sitc Of Floor Mounted Drowout Type Pmcc ( Indoor, Dury, Dust Proff Ip-4Xfrontoperatedwith2mmthicksheetmetal Compartmentalised ) Withallaccessibleparts, Headshrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 199 Incommerfeederfortransformer1000a, 50Ka, Acb3pole, Albus Bars, Digitalmultifunctionmetercompatableto Scada, Metering, ProtectionctS, Idmt3o / C&1E / F, Indicating Lamps, Controlfuse, Wiringetc.Completeinallrespectofthesize Appxo 900 ( D ) X.2400 ( H ) X1000 ( D ) 200 Bus Coupler Feeder, 1000 A Acb , 50Ka, 3 Pole Without Release With Albusbars, ProtectionctS, Idmt3o / C&1E / F, Indicating Lamps, Control Fses And Wiring Etc.Complete In All Respect. ( Size : 900 ( W ) X 2400 ( H ) X 1000 ( D ) 201 Mccb Up To 100Aas Outing CtS, Ampermeter With Ss, Voltmeter Withss, Indicatinglamps, Controlfuse, Wiringetc.Completeinall Respect. Size:600 ( W ) X2400 ( H ) X1000 ( D ) 202 Mccb Up To 100Aas Outing CtS, Ampermeter With Ss, Voltmeter Withss, Indicatinglamps, Controlfuse, Wiringetc.Completeinall Respect. Size:600 ( W ) X2400 ( H ) X1000 ( D ) 203 Mccb Up To 100Aas Outing CtS, Ampermeter With Ss, Voltmeter Withss, Indicatinglamps, Controlfuse, Wiringetc.Completeinall Respect. Size:600 ( W ) X2400 ( H ) X1000 ( D ) 204 Mccb Up To 100Aas Outing CtS, Ampermeter With Ss, Voltmeter Withss, Indicatinglamps, Controlfuse, Wiringetc.Completeinall Respect. Size:600 ( W ) X2400 ( H ) X1000 ( D ) 205 400AmccbincomerwithmeeteringctS, Multifuctionmeter Compatibletoscada, Ampermeterwithss, Voltmeterwith Ss, Indicating Lamps, Control Fuse, Wiring Etc.Complete In All Respect. Size:900 ( W ) X2400 ( H ) X1000 ( D ) 206 Sitcofsoftstarterswithpanelsuppliedbymanufacturer Conforming To Applicable Standards With Logic Inputs & Outputs, Relay Outputs And Analogue Outputs, Plug In I / O Connections, Displayof Electrical Parameters, State Of Load & Operating Time, Rs 485 Serial Link For Connections To Modbus. 355Kw 207 S & F Of Star Delta Starter With Mcb, Main And Aux Contactor, O / L Relay, L / Rselectorswitch, 3Indicatinglamps, Start-Stoppush Button , Control Mcb With Panel With All Accessorieswith Following Rating 18.5Kw 208 433V Apfc Panel In Cubicle Made Of Crca Sheet Steel Of Minimum 2.5 / 2.0 / 1.6 Mm Thickness, Comply With Latest Is / Iec, Totally Enclosed Operational On 3 Phase 415 Voltages, 50Hz, Neutrally Grounded, Ip 4X, The Cubicle Panel Shall Be Vermin Proof And Dust-Tight And Shall Be Of Compartmentalized Type Construction, Nine Tank Pre-Treatment Process Before Powder Coating, Paint Shade – Grey Ral 7032, Gasket Material- Neoprene, Ac / Dc / Ct Wiring – 1.5 / 2.5Sqmm Pvc Insulated Multi Strand Copper Flexible Wire, Heat Shrinkable Colour Coded Pvc Bus Bar Sleeves, Cable Entry Incoming – Bottom And Outgoing – Bottom As Per Requirement. The Switchgears And Control Gears Complete With All Necessary Supporting Framework, Nuts And Bolts, Aluminum Bus Bar. The Indoor Apfc Panel Switchesgear ( Air Circuit Breakers, Mccb, Cts, Etc ) And Control Gear ( Microprocessor Based Apfc 8 / 12 Stage Relays, Apfc Duty Contactors, Auxiliary Contacts, Space Heater And Lighting, Digital A & V Meters With Selector Switch, Phase Indications, Hooter, Plug Socket Etc. ) Shall Be Mounted On The Same Panel Complete As Per Technical Specifications And As Directed By Engineer In Charge. 209 Sitc Of Localpush Buttonstation Fabricated With 16Swg Crca Sheet, Paintedwithpolysterpowdercoatedfinishafterchemical Treatmentwithfolliwngitemsandaccessories:- Ishroudedtypepushbuttonwith2nocontactselementfor Start / Forward-Reverse. Iilockablemushroomheadtypepushbuutonwith2nccontact Element. Iii2.5Sqmmclipontypeterminalsasrequriedwith20%Spares. Iv 1.5 Sqmm Pvc Insulated Felxible Copper Wire With Lugs & Ferrules As Requried. 210 Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Un-Armoured / Armouredaluminiumcableof1.1Kvgradeasper Pwd Specification For Electrical Worksin Existing Rcc / Hume / Stoneware / Pvcpipe / Openduct / Cabletrenchwithfillingof Excavated Earth In Trench, On Existing Cable Trays Or On Surface Etc.Including Making Necessary Connection, Testing Etc. As Required Of Size Andas Per Points ( A ) , ( B ) , ( C ) , Mentioned Below:- ( A ) Material :- H4- Gradealuminium Conductor Of Purity >99.6 %& As Peris:1554 P-I / Is :7098 P – I ( B ) Conductorshallhaveelectrolyticaluminiumconfirmingtois 8130, Is3975-1999Forarmouringofcablesinarmouredcable Items, Is5831forsheath, Is10810 ( Part0to64 ) Fortesting Procedures. ( C ) Oemmusthaveiso9001&14001Certificationsforquality Assuarance&Itsowninhousenabllabsetupforalltesting Facilitiesforcables.Appropriatetypetestcertificate / Oemtest Reportshallbesubmitted.Allaboveasperpreapprovedby Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr.Armoured Cable 211 300 Sqmm, 3.5 Core 212 240 Sqmm, 3 Core 213 25 Sqmm, 3 Core 214 4 Sqmm, 3 Core 215 Providingandlayingxlpe / Pvcinsulated&Pvcsheathed Armoured Control Cables Of 1.1 Kv Grade With Copper Conductor As Per Is 1255 Including Excavation Of 30 Cmx75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Iind Class Bricks Covering 3C X 2.5 Sq.Mm 216 Providingandlayingxlpe / Pvcinsulated&Pvcsheathed Armoured Control Cables Of 1.1 Kv Grade With Copper Conductor As Per Is 1255 Including Excavation Of 30 Cmx75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Iind Class Bricks Covering 4C X 2.5 Sq.Mm 217 Providingandlayingxlpe / Pvcinsulated&Pvcsheathed Armoured Control Cables Of 1.1 Kv Grade With Copper Conductor As Per Is 1255 Including Excavation Of 30 Cmx75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Iind Class Bricks Covering 8C X 2.5 Sq.Mm 218 Supply, Fabricating&Installingfollowingsizesofpowdercoatedladder Type M.S. Cable Trays With Rungs At Span Of 250 Mm Including Horizontalandverticalbends, Reducerstees, Crossmembersand Otheraccessoriesasrequiredanddulysuspendedfromthe Ceiling / Wallwithmssuspendersincludingbolts&Nuts, Fastners, Supports, Paintingsuspendersetc.Asrequired.Allasperpre Approvedbyengineerincharge.Foradditionaltechnical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 450Mm X 50Mm X 2.0Mm 219 Supply, Fabricating&Installingfollowingsizesofpowdercoatedladder Type M.S. Cable Trays With Rungs At Span Of 250 Mm Including Horizontalandverticalbends, Reducerstees, Crossmembersand Otheraccessoriesasrequiredanddulysuspendedfromthe Ceiling / Wallwithmssuspendersincludingbolts&Nuts, Fastners, Supports, Paintingsuspendersetc.Asrequired.Allasperpre Approvedbyengineerincharge.Foradditionaltechnical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 600Mm X 50Mm X 2.0Mm 220 Supply, Fabricating & Installing Following Sizes Of Perforated Hot Dipped Galvanized Iron Cable Tray ( Galvanized Thickness Not Less Then 50 Microns ) With Perforation Not More Then 17.5% In Convenient Section Including Horizontal And Vertical Bends, Reducers Tees, Cross Membersandotheraccessoriesasrequiredanddulysuspended Fromtheceilingwithgisuspendersincludinggibolts&Nuts, Fastners, Supportsetc.Asrequired.Allasperpreapprovedby Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 221 100Mm X 50Mm X 1.6Mm 222 150Mm X 50Mm X 1.6Mm 223 300Mm X 50Mm X 1.6Mm 224 450Mm X 50Mm X 2.0Mm 225 Providing & Fixing Of Electricalinsulating Rubber Matts As Per Pwd Specification For Electrical Works, Isi Marked Confirming To Is: 15652 / 2006With One Sideanti Skid Abberation Marks And Pasting The Mat With Synthetic Rubber Adhesive As Required. All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Products / Work, Refer Annexure A Attached With This Bsr . 11 Kv, 2.5 Mm Thick With Proof Voltage 22 Kv / 3 Min. And Break Down Voltage45 Kv Etc

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 04-04-2023 CORRIGENDUM-2 Technical Bid 05-04-2023
2 05-04-2023 DATE EXTEND Date 25-04-2023
3 15-03-2023 Corrigendum No. 1 Technical Bid 05-04-2023

Key Value

Document Fees
INR 20000 /-
EMD
INR 18297619.0 /-
Tender Value
INR 91.48 Crore /-
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