Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Works In Plain Area ( Terrain ) Of Jammu District In Respect Of Jal Shakti Department Jammu For Execution Of Jal Jeevan Mission ( Jjm ) 50 To 100 Lacs- 1 Design, Construction, Testing And Commissioning Of Rcc Oht Based On Approved Drawings And Specifications To Be Read With General Conditions Of The Contract With Architectural Features Of 0.30 Lakhs Gallons Capacity With Single Compartment And 17.00 Meters Staging Height Supported On Rectangular / Square Columns Only Including Providing Andfixing Of D.I Pipeline Fittings For Inlet, Outlet Scour And Overflow Delivering Upto Disposal Point & Providing And Fixing Of All Accessories Such As Lightening Arrestor, Digital Water Level Indicator, R.C.C. Stairs From Ground Level To Top Landing Along Outside Columns, Rcc Ladder From Top Landing To Gallery, Rcc Steps Along The Tank From Gallery To Top Dome, Side Steel Railing Upto Dome Of Oht With Stairs Within The Reservoir Upto The Bed From The Manhole Of The Tank, Gallery To Top Of Dome And Inside The Tank With Side Steel Railing, Ventilating Cowls Valve Pit With Proper Flooring Cover, Manhole Covers With Frame And M.S. Railing For Stairs And At Root Flooring, Vertical D.I. Pipelines And Standard D.I. Pipe Fitting Etc. All Complete. The Top Water Container Should Be Preferably Cylindrical In Shape, Shaft For Support Shall Not Be Permitted. The Foundation, Columns Bearing Etc. Shall Be Designed And Constructed So As To Have A Provision For The Construction Of A Single Storey Building Between The G.L. Bracing And First Bracing With Rcc Roof Slab And Bricks Walls For Store Accommodation. The Position Of The Bracing Shall Be So Fixed That The Height Of Floor Is Approximately 3.50 M And The Top Of Ground Level Bracing Is 0.60 M Above General Ground Level To Provide For Plinth. The Average Safe Bearing Capacity Of Soilin The Area Is 10 Ton / M².. The Sbc Shall Be Conducted By The Contractor By Bore Log Method Form A Nabl Testing Agency, Using M-30 Design Mix Concrete ) . The Reinforcement To Be Used For The Construction Of These Ohts Shall Be Of Grade Fe-500 Confirming To Is: 1786. ( Location Of OhtS, Chak Mohd. Yar- 1, Margal- 1 ) 2 1. A ) Additional Rate For Bearing Capacity Below 10 Ton / M² 3 1. B ) Rate To Be Deducted For Bearing Capacity Above 10 Ton / M² 4 Earth Work In Excavation By Manual Means In Trenches For Foundations , Drains , Pipes , Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts , Wells , Cesspits And The Like Not Exceeding 10 Sqm On Plan, Depth Upto 1.5 M. Including Disposal Of Excavated Earth Upto 1Mtr From Cutting Edge, Disposed Earth Is To Be Levelled And Neatly Dressed In: All Kinds Of Soil 5 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating No Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 6 Banking Excavated Earth In Layers Not Exceeding 20Cm In Depth, Breaking Clods, Watering, Rolling In Layer With 1 / 2 Tonne Roller, Or Wooden Or Steel Rammers, And Rolling Every 3Rdand Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up, In Embankments For Roads, Flood Banks, Marginal Banks, And Guide Banks Etc., Lead Upto 50 M And Lift Upto 1.5 M In All Kinds Of Soil: 7 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : 8 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 9 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 10 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. Allworks Upto Plinth Level 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 11 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts Andstruts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 12 Reinforced Cement Concrete Work In Arches, Archribs, Domes, Vaults Shells, Folded Plate And Roofs Having Slope More Than 15° Upto Floor Five Level Level Including Curing But Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement With: 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 13 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 16 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 17 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span 18 Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Gfrade For Reinforced Cement Concrete Work Including Pumping Of R.M.C From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer-In-Charge. Note:- Cement Content Considered In This Item Is @ 330 / Kg Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately.All Works Upto Plinth Level 19 Providing And Laying In Position Ready Mixed M-30 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Gfrade For Reinforced Cement Concrete Work Including Pumping Of R.M.C From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer-In-Charge. Note:- Cement Content Considered In This Item Is @ 340 / Kg Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately.All Works Above Plinth Level Upto Floor Level V 20 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500. 21 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. 22 White Washing With Lime To Give An Even Shade On New Work ( Three Or More Coats ) 23 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work 24 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40 X 40 X 6 Mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using M.S. Angles 40 X 40 X 6 Mm For Diagonal Braces 25 Providing And Fixing M.S. Manhole Cover Rectangular With Frame 0.60 Mtr X 0.60 Mtr. Fabricated Out Of 25X25x6mm Thick Angle Iron With Ms Sheet 1.25Mm Thick With Locking Arrangement. The Cover Is Tobe Grouted In Cement Concrete 1:2:4 Complete As Directed By Enginer-In-Charge. 26 Providing And Incorporating ( During Concreting ) G.P. Sheet Stripwater Seal 1.25 Mm ( Nominal Thickness ) At Construction Joints Including Jointing Of Ends So As To Form A Continuos Barrier, Stripe Area ( Excluding Laps ) To Be Measured ( Width Upto 20Cm ) . 27 Providing And Fixing Of 110 Mm Dia Upvc Bends For Air Vents In Dome 28 Fixing G.I. Pipes Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) 100 Mm Dia. ( Medium ) Nominal Bore For Washout / Delivery Main / Welded With M.S. Plate 1.25 Mm Thick 150 X 150 Mm Size Etc. Complete Excluding Cost Of Pipe. 29 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 30 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 31 Half Brick Masonry With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth Including Curing In : 32 Extra For Half Brick Masonry In Superstructure Above Plinth Level Upto Floor V Level. 33 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 34 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 1 : 3 ( 1 Cement : 3 Fine Sand ) 35 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Coarse Sand ) 36 Extra For Plastering On Circular Work Not Exceeding 6M In Radius: In One Coat 37 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 1 : 4 ( 1 Cement : 4 Coarse Sand ) 38 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) 39 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 M Lead As Per Direction Of Engineer-In-Charge: 1:3:6 Or Richer Mix ( Equivalent Design Mix ) 40 Dismantling Of Bitumenious Road Surfaces Including Demolishing Of Wbm ( In Layers ) And Subbase , Stacking Of Serviceable Material, For Earthwork In Excavation For Pipe Laying And Restoration Of Damaged Portion Of Road To Match The Existing Specificatons Of The Road After Pipe Laying And Back Filling ( To Be Paid Saperately ) 41 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually / By Mechanicalmeans Including Stacking ( For Reuse Under Item 47 Of This Boq ) Of Pipes Within 50 M Lead As Per Direction Of Engineer-In-Charge :15 Mm To 40 Mm Nominal Bore. 42 Above 40 Mm Nominal Bore 43 Providing And Laying Cement Concrete Interlocking Paver Blocks Of Any Design / Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In- Charge. 44 Laying Old Cement Concrete Interlocking Paver Blocks Of Any Design / Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In- Charge. 45 Dismantling Tile Work In Floors Laid In Cement Mortar Including Stacking Material Within 50 M Lead.For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. 46 Installation Of Functional House Tap Connection; The Work Shall Consist Of Laying Of Requisite Pipes, Brassfurrule, Including Boring And Taping The Main G.I. Pipe Line Besides Providing Andfitting Of Brass Bib Cock Which Shall Be As Per Is: Specifications With Approval Of Engineer-In-Charge. 47 Laying & Fitting Of New Pipelines Of Galvanised Iron Pipe Includinglabour For Jointing & Fitting Of Gi Specials Including Tees, Elbows, Bends, Additional Sockets, Unions, Reducer Sockets Etc, Testing, Disinfection And Commissioning, Complete As Per The Directions Of The Engineer In Charge. 48 15 Mm Dia. G.I. Pipes 49 20 Mm Dia. G.I. Pipes 50 25 Mm Dia. G.I. Pipes 51 32 Mm Diag.I.Pipes 52 40 Mm Dia. G.I. Pipes 53 50 Mm Dia. G.I. Pipes 54 65 Mm Dia. G.I. Pipes 55 80 Mm Dia. G.I. Pipes 56 100 Mm Dia. G.I. Pipes 57 Arc Welding At Site Of Work Including Mobilization Of Welding Set & Necessary Arrangement Of Power Including Cost Of Welding Rods, For Manifolds, Bends And The Like Complete. 58 Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee / Union, Including Cutting And Threading The Pipe Etc. Complete25 To 40 Mm Nominal Bore 59 50 To 80 Mm Nominal Bore 60 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) As Per Bis Specifications 61 25 Mm Nominal Bore 62 40 Mm Nominal Bore 63 50 Mm Nominal Bore 64 65 Mm Nominal Bore 65 80 Mm Nominal Bore 66 Providing And Fixing Gun Metal Non-Return Valve Of Approved Quality ( Screwed End ) As Per Bis Specifications 67 65 Mm Nominal Bore 68 80 Mm Nominal Bore 69 Providing And Fixing C.I. Sluice Valves ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. ( The Tail Pieces If Required Will Be Paid Separately ) . 100 Mm Dia. Class I 70 Dumping Stone Including Cost Of Stones. In Horizontal On Level 71 Supply Of Stones In Horizontal On Level 72 Providing And Mixing Water Proofing Material In Cement Concrete Work In Doses By Weight Of Cement As Per Manufacturer’S Specification. ( 1 Kg Of Water Proofing Material In 50 Kg Of Cement ) 73 Carriage Of G.I. Pipe By Mechanical Transport For An Avg. Distance Of 15 Km From Procurement Store To Site Of Work Incl. Loading, Unloading And Stacking Complete. 74 Carriage Of G.I. Pipe By Manual Means For An Avg. Distance Of 500 M From Road Side To Actual Site Of Work Incl. Loading, Unloading And Stacking Complete. 75 Carriage Of Sandby Mechanical Transport For An Avg. Distance Of 25 Km From Source ( To Be Identified Engineer-In-Charge ) To Road Side Including Loading Unloading And Stacking Complete. 76 Carriage Of Stone Aggregate ( Bajri ) By Mechanical Transport For An Avg. Distance Of 25 Km From Source ( To Be Identified Engineer-In-Charge ) To Road Side Including Loading, Unloading And Stacking Complete. 77 A ) Below 40Mm 78 B ) Above 40Mm 79 Carriage Of Soiling Stone / Boulders 225 Mm And Above By Mechanical Transport For An Avg. Distance Of 25 Km From Source ( To Be Identified Engineer-In-Charge ) To Road Side Incl. Loading, Unloading And Stacking Complete. 80 Carriage Of Bricks / Tiles For An Avg. Distance Of 25 Km By Mechanical Transport From Source ( To Be Identified Engineer-In-Charge ) To Road Side Including Loading, Unloading And Stacking Complete. 81 Carriage Of Sandby Manual Means For An Avg. Distance Of 500 M From Source ( To Be Identified Engineer-In-Charge ) To Site Of Work Including Loading Unloading And Stacking Complete. 82 Carriage Of Stone Aggregate ( Bajri ) By Manual Means For An Avg. Distance Of 500 M From Source ( To Be Identified Engineer-In-Charge ) To Site Of Work Including Loading, Unloading And Stacking Complete. 83 A ) Below 40Mm 84 B ) Above 40Mm 85 Carriage Of Soiling Stone / Boulders 225 Mm And Above By Manual Means For An Avg. Distance Of 500 M From Source ( To Be Identified Engineer-In-Charge ) To Site Of Work Incl. Loading, Unloading And Stacking Complete. 86 Carriage Of Bricks / Tiles For An Avg. Distance Of 500 Mtr. By Manual Means From Source ( To Be Identified Engineer-In-Charge ) To Site Of Work Including Loading, Unloading And Stacking Complete. 87 Carriage Of Earthby Mechanical Transport For An Avg. Distance Of 4 Kilometer From Source ( To Be Identified Engineer-In-Charge ) To Actual Site Of Work Including Loading Unloading And Stacking Complete. 88 Carriage Of G.I Pipes From Procurement Storeto Road Side For An Average Distance 35 Km By Mechanical Transport 89 Carriage Of G.I Pipes By Manual Means From Road Side To Actual Site Of Work Average Distance Of 1 Km Including Loading, Unloading And Stacking Complete. 90 Carriage Of Cementfrom Source ( To Be Identified Engineer-In-Charge ) To Road Sideaverage Distance Of 20 Kms By Mechanical Transportincluding Loading Unloading And Stacking Complete. 91 Carriage Of Cementfrom Road Side To Site Of Workaverage Distance Of 500 M By Manual Means Including Loading Unloading And Stacking Complete. 92 Carriage Of Steelfrom Source ( To Be Identified Engineer-In-Charge ) To Road Sideaverage Distance Of 20 Kms By Mechanical Transport Including Loading Unloading And Stacking Complete. 93 Carriage Of Steelfrom Road Side To Site Of Workaverage Distance Of 500 M By Manual Means Including Loading Unloading And Stacking Complete. 94 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel As Per The Parameter Of The Submersible Pump Set, Star Delta Starter As The Parameter Of Pumping Unit As A Standby Of Pannel , 100 Amp Main Switch With Allied Electro Mechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 95 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel As Per The Parameter Of The Submersible Pump Set , With Allied Electro Mechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 96 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel As Per The Parameter Of The Hc Pump Set, Star Delta Starter As The Parameter Of Pumping Unit As A Standby Of Pannel , 100Amp Main Switch With Allied Electro Mechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 97 Providing Installation Testing And Commissioning Of 10000 Gph X 60 M Head Submersible Pump With Submersible Cable ( 10Mm Sq..X 100 Mtr Length ) 100Amp. Main Switch And Star Delta Starter As Per The Parameter Of The Pumping Unit ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 98 Providing Installation Testing And Commissioning Of 10000 Gph X76 M Head Submersible Pump With Submersible Cable ( 10Mm Sq.X 100 Mtr Length ) 100Amp. Main Switch And Star Delta Starter As Per The Parameter Of The Pumping Unit ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 99 Providing Installation Testing And Commissioning Of 8000 Gph X 70 M Head Submersible Pump With Submersible Cable ( 10Mm Sq.X 100 Mtr Length ) , Valves ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 100 Providing Installation Testing And Commissioning Of 6000 Gph X 60 M Head Submersible Pump With Submersible Cable ( 6Mm Sq.X 100 Mtr Length ) 100Amp. Main Switch And Star Delta Starter As Per The Parameter Of The Pumping Unit ) ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 101 Providing Installation Testing And Commissioning Of 5000 Gph X 70 M Head Submersible Pump With Submersible Cable ( 6Mm Sq. X 100Mtr Length ) ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 102 Providing Installation Testing And Commissioning Of 5000 Gph X 300 M Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 103 Providing Installation Testing And Commissioning Of 100 Kva Manual Voltage Stabilizer With Service Cable ( 3.5Core Al. Armoured Service Cable 95 Mmsq. X 40 Mtr. In Length ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 104 Providing Installation Testing And Commissioning Of 63 Kva Manual Voltage Stabilizer With Service Cable ( 3.5Core Al. Armoured Service Cable 95 Mmsq. X 40 Mtr. In Length ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 105 Fabrication / Mounting Of Distribution Board Alongwith Multi Stand Copper Cable 16Mm Sq. X 18Mtr In Length, Main Switch & Star Delta Starter Alongwith Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 106 Earthing Of Electro-Mechanical Components And Illumination Of Tube Well. ( All As Per The Scope Of Work Provided In The Bid Document ) 107 Providing Installation Testing And Commissioning Of 3500 Gph X 120 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 108 Providing Installation Testing And Commissioning Of 7000 Gph X 120 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 109 Providing Installation Testing And Commissioning Of 8000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 110 Providing Installation Testing And Commissioning Of 5000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 111 Providing Installation Testing And Commissioning Of 10000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 112 Providing Installation Testing And Commissioning Of 100 Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 113 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel With One Incoming And Two Outgoing Along With Allied Electromechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 114 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel With One Incoming And Three Outgoing Along With Allied Electromechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 115 Providing Installation Testing And Commissioning Of 4000 Gph X 200 M Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 116 Providing Installation Testing And Commissioning Of 5000 Gph X 300 M Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 117 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel With One Incoming And One Outgoing Along With Allied Electromechnaical Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 118 Providing Installation Testing And Commissioning Of 100 Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document )
