Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For District Anantnag Group-Iv ( 16 No Wss Hilly Gravity ) Part 1St For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 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. 2 All Kinds Of Soil 3 Ordinary Rock 4 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) 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. 5 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Material : 6 All Kinds Of Soil 7 Ordinary Rock 8 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, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed ( 1 Meter From Cutting Edge ) 9 All Kinds Of Soil 10 Ordinary Rock 11 Providing And Laying Of Dry Stone Solling Tightly Hand Packed On Horizontal Levels. 12 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: 13 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 14 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 15 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Walls 16 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 17 1:2:4 In Walls ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 18 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 19 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 20 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 21 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 22 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 23 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 24 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 25 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including 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 Engineer-Incharge.Note: - Cement In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Separately. 26 All Works Upto Plinth Level 27 All Works Above Plinth Level Upto Floor V Level 28 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 ) 29 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 Infoundation And Plinth Including Curing In : 30 Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 31 Cement Mortar 1:4 ( 1 Cement : 6 Coarse Sand ) 32 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 33 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 34 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 35 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth Andstring Courses Etc 36 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers 37 Columns, Pillars, Piers, Abutments, Posts And Struts. 38 Suspended Floors, Roofs, Landings, Balconies And Access Platforms. 39 Stairs ( Excluding Landings ) Except Spiral Staircases 40 Edges Of Slabs And Breaks In Floors And Walls 41 Under 20 Cm Wide 42 Arches, Domes, Vaults Upto 6 M Span 43 Extra For Arches, Domes, Vaults Exceeding 6 M Span 44 Extra For Shuttering In Circular Work ( 20% Of Respective Centering And Shuttering Items ) 45 Foundation 46 Walls 47 Beams 48 Domes 49 Suspended Floors, Roofs, Landings, Balconies And Access Platform With Waterproofing Ply 12 Mm Thick 50 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 51 1 : 3 ( 1 Cement : 3 Fine Sand ) 52 1 : 4 ( 1 Cement : 4 Fine Sand ) 53 12Mm Cement Plaster Of Mix: 54 1 : 4 ( 1 Cement : 4 Coarse Sand ) 55 1 : 6 ( 1 Cement : 6 Fine Sand ) 56 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Stone 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. 50 Mm Thick With 20Mm Nominal Size Stone Aggregate. 57 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level Hot Rolled Deformed Bars 58 P / F Of M.S Lid / Ventilator Incld Connecting Of S.R With Supply System Complete Job 59 P / F Of M.S Lid / Angle Iron Ladder Complete Job 60 P / M Of Water Proofing Compound To Cement Concrete @ 1Kg / 50 Kg 0F Cement. 61 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. ( Welded ) 62 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. ( Welded ) 63 Structural Steel Work In Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 64 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 25X25 Mm Made Of G.I. Wire Of Dia 3 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge. 65 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-Incharge. Made Of G.I. Wire Of Dia 4 Mm 66 Providing & Incorporating ( During Conc. ) G.P Sheet Strips Water Seal 1.25 Mm Thick At Construction Joints Incld Jointing Of Ends So As To Form A Continous Berries. 67 Providing Corrugated G. S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8Mm Diameter With Bitumen And G.I Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete ( Upto Any Pitch In Horizontal / Vertical Or Curved Surface ) Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 68 Providing Ridges Or Hips Of Width 60Cm Overall Width Plain G.S. Sheets Fixed With Polymer Coated J. Or L Hooks, Bolts And Nuts 8Mm Dia G.I. Limpet And Bitumen Washers Complete.0.63 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 69 Providing And Fixing Plained Eaves Boarding. 2Nd Class Kail Wood 250X32 Mm ( Nominal Size ) 70 Providing And Fixing Of 12 Mm Thick Ply Board Soffit Along With Supporting Of First Class Popular Wooden Ballies 71 P / F Hand Rail Of Apprved Size By Welding Etc To Stainless Steel Ladder Railing, Balcony Railing And Stair Case Railing And Similar Work. 72 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia And Length ( Hold Fast Lugs Or With Dash Fasteners Shall Be Paid For Separately ) : First Class Kail Wood 73 First Class Kail Wood ( 35 Mm Thick ) In Frames Of Doors Windows Etc. 74 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note: -Butt Hinges And Necessary Screws Shall Be Paid Separately ) . First Class Kail Wood ( 35 Mm Thick ) 75 Providing And Fixing Wire Gauze Shutters Using Galvanized M.S. Wire Gauze Of Average Width For Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.63 Mm For Doors, Windows And Clerestory Windows With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws As Per Direction Of Engineer-In-Charge :First Class Kail Wood 76 Providing & Fixing Water Closet Squarting Pan ( Indian Type With 100 Mm Sand Cast Iron P Or S Trap 10 Ltr, Low Level Pvc Flashing Cistern Including Flushing Pipe And Making Good The Walls And Floors Wherever Required ( Orrisa Pattern With Integral Foot Type ) 77 P / F Of Salem Stainless Steel Kitched Sink Size 610X510x200 Mm 78 P / F Of Pvc Waste Pipe For Sink Including Waste Pipe 79 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick.First Class Kail Wood 80 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Confirming To Is:4454 Part-1 And M.S. Top Cover Of Required Thickness For Rolling Shutters. 80X0.90 Mm M.S. Laths With 0.90 Mm Thick Top Cover 81 Applying Priming Coat:With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 82 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work 83 Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete.1 Mm Thick 84 Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm / Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade ( Company Depot Tinted ) With Silicon Additives.New Work ( Two Or More Coats Applied @ 1.43 Litre / 10 Sqm. Over & Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre / 10 Sqm. 85 Flooring With Marble Stone Of Specified Thickness As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:4 ( 1 Cement:4 Coarse Sand ) Laid And Jointed With Grey Cement Slurry Including Rubbing, Polishing And Curing Complete With:Makrana White Second Quality ( 16Mm Thick ) 86 P / F Of 1St Quality Ceramic Glazed Tiles Confirming To Is : 13753 Of Minimum Thickness 5Mm Of Approved Make Like Nitco, Orient, Somany, Kajaria Or Equivalent Make In All Colour, Shades Except Bergandy, Bottle Green, Black Of Any Size As Approved By Err. Incharge In Skirting, Risers Of Steps And Dados Over 12Mm Thick Bed Of Cement Mortor 1:3 ( 1 Cement, 3 Coarse Samd ) And Jointing With Grey Cement Slurry @ 3.30 Kgs / Sm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 87 Providing And Laying Ceramic Glazed Floor Tiles 300X300 Mm ( Thickness To Be Specified By The Manufacturers ) Of 1St Quality Conforming To Is: 15622 Of Approved Make, Laid On 20 Mm Thick Bed Of Cement Mortar 1: 4 ( 1 Cement : 4 Coarse Sand ) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete.In All Colours, Shades, Except White, Ivory, Fume Red Brown 88 Providing & Fixing Of M.S Eves Boarding Including Ms Angle Backing, Painting With Synthetic Enemal Paint Over Metal Primer Of Reputed Brand And Manufacture, 300Mm Wide Complete. 89 P / F Of Glass Panes 4Mm Thick With Wooden Fillets 90 Providing & Laying Of Filter Media Effective Size Of Sand Varies From 0.45 Mm To 0.70 Mmhaving Uniformity Coefficient Between 1.30 To 1.75 & Should Be Dust Free & Free From Other Organic Impurities To Be Obtained From Ganderbal Nallah & The Size Of Gravel Should Varry From 2Mm To 40Mm Incld All Carriages Complete. 91 L / F Of100mm Dia Gi Pipes. 92 P / F Of Di Sluice Valve With Caps, Nuts Bolts, Washers & Necessary M.S Tail Pieces Etc Complete Job ( Vagmake ) 93 150 Mm Dia 94 100 Mm Dia 95 125 Mm Dia 96 Supply And Fixing Of Lightening Conductor Complete Job 97 P / L Of Baramullah Stone Slabs Of Required Size And Quality Incld Loading Unloading With All Carriages Leads Lifts Upto Actual Site Of Work Complete. 98 P / F Of , Di Sluice Valves Confirming Is 780 Read With Upto Date Amendments Standard Make Meant For Pipe Gallery In Filter Beds Required To Be Operated From Operating Plateform Height 4.5M. Hence Suitable Arrangement For Manual Operations To Be Provided. The Job Includes P / F And Fabrication Of Ms 6Mm Thick Tail Pieces As Per Site Requirement, Nuts Bolts And Seals. The Sluice Valves Should Be Fitted With Extension Rods, Pedestrial Etc ( Filter Beds, Inlet And Outlet ) . Complete Job. ( 1200 / 150 / 25Mm ) 99 P / F Of 80Mm Dia Pvc Under Drainage Laterals 8Mm Thick Fabricated Out Of Korean Foam Or Prince Make With 9Mm Perforations As Per Design In The Bed Provided At 60° Along With Pvc, Tees And End Caps To Be Grouted In M-25 Grade Cement Conc At Ends. The Pressure Rating 10KgS / Cm². 100 Providing Installation Testing Commissioning Of Double Flanged Ms Pipes Of 6Mm Thick. The Job Includes Cutting Welding And Fabrication Complete Job. 101 125 Mm Dia 102 100 Mm Dia 103 80 Mm Dia 104 P / F Of Air Blower ( Everest Make Or Kay Make ) Capable For Providing Compression @ 2.25 Cum Per Minute @ 0.35 Kg / Sqmwith Suitable 3 Phase Induction Motor With Auxilary Pipe System Up To Filter Beds Filling Pressure Guage Nozzels Cement Conc Block Base Plate Air Check Valves , Non Return Valves, Cement Conc Block In M-20 Grade Foundation Bolts Base Frame Fabricated Out Of 100Mm Ms Channels, The Job Also Includes Prv Pipe And Pipe Fittings Starters And Pvc 19 / 18 Copper Wire Complete Job And Other Electrical Controlling Devices Fitted On Pannel Board. Complete Job. 105 Providing Installation Testing Commissioning Ofmonoblock Pumping Equipment Capable Of Lifting Of 35 Cum Per Hour For A Height Of 20M With 3 Phase Appropriate Rating Power Induction Mover With Starter Assembly Suction And Delivery Pipe Fittingsof Required Size Up To Back Wash Tank , The Job Includes All Electrical Operating Devices Fitted On Pannel Board. 106 P / F Of Mechanical Equipment Required For Alum Solution Tank With Electrically Driven Paddle Assembly Fitted With Suitable Reduction Gear Mechanism Coupled With 3 Phase Electric Motor 0.5Hp Capacity ( Kirloskar / Crampton Greaves Make ) Along With 40Mm Dia Pvc Pipe And Pipe Fittings Up To Point Of Application In The Flash Mixer Along With Washout Arrangement Plus 25Mm Dia Gi Inlet Water Line From Back Wash Tank To Alum Tank With Gi Pipe Specials And Gate Valves ( B-Class Pipe ) Incld. Electrical Operating Devicescomplete Job. 107 P / F Of Mechanical Equipment Required For Bleach Solution Tank With Electrically Driven Paddle Assembly Fitted With Suitable Reduction Gear Mechanism Coupled With 3 Phase Electric Motor 0.5 Hp Capacity ( Kirloskar / Crampton Greaves Make ) Along With 40Mm Dia Pvc Pipe And Pipe Fittings Upto Point Of Application In The Flash Mixer Along With Washout Arrangement Plus 25Mm Dia Gi Inlet Water Line From Back Wash Tank To Alum Tank With Gi Pipe Specials And Gate Valves ( B-Class Pipe ) Incld. Electrical Operating Devicescomplete Job. 108 P / F Of Ms Rotating Bridge Fabricated Out Of Isa 50X50x6mm Suitable For Bearing Silt Load Of Clarifloculator ( Clarifier Radius = 2.25M And Floculation Chamber Radius = 1.25M ) . The Job Includes Central Bearing Assembly Shaft Assembly Ms Wheels O-Stop Wheels, End Carriages With Adequate Rating Prime Mover 3 Phase 440 Volts 50 Hzincluding Fly Wheel Plus Ms Rail Islc-100 On Fish Plate Grounted On Top Base Of Calrifloculator In Cement Concreate 6Mm Thick Chequreds Flooring Over Full Span Of Bridge. The Job Includes Providing And Installation Of 3 Phase Cubical Electrical Pannel Having Capacity Of 63 Amp. With One Incoming Feeder And One Outgoing Feeder Including Of Auxilary System Fitted With Appropriate Rating 3 Phase Mccb, Ocb And Mli ( L&T Make ) Starters For Operation Of Electrical Motors And End Carriage System. The Job Also Includes Connecting Pole System And Appropriate Guage Pvc Copper Wire. Complete Job. 109 Providing Installation Testing Commissioning Of Flash Mixer Assembly Suitable For A Dia Of 0.70M Comprising Of Ss Churners With Vertical Type Hollow Shaft Prime Mover 3 Phase 150 Rpm. The Job Includes Constant Bleed Assembly With Reduction Gear Box And Operational Gear To Regulate The Bleed. Complete Job. 110 Providing Installation Testing Commissioning Of 3 Phase Oil Immersed 30 Kva Voltage Stablizer ( Servo Make ) Capable To Operate Incoming Voltage Of 180 Volts And Outgoing Voltage Of 410 +_ 10% Volt. Complete Job. 111 P / L Of 4 Core 50Mmaluminium Cable To Be Laid As Service Line From Nearest Lt Pole Up To Main Pannel Board Includingto Be Laid Underground. 112 Providing Installation Testing Commissioning Of 100 Amp Dust / Moisture Proof Cubical Pannel Board Fitted With 3 Phase 100 Amp Mccb L&T Make 02 No. And 63 Amp Single Phase Mccb For Lighting And Heating Systems. The Job Also Includes 1 No. Amp Metre 0-100 Ae Make With Ct Coils And One Number Voltmetre Ae Make 0-500 With Selector Switches L&T Make And 3 No. Indicator Lamps Neon Type Complete Job. 113 Providing And Fixing Installation Testing Commissioning Of Heating Points In 2.5Mm Pvc Copper Wire. 114 Providing And Fixing Installation Testing Commissioningof Lighting Points In 1.5Mm Pvc Copper Wire, Led Conical Type Of Handles / Syska Make Of 12 Watt Including Push Buttons Etc Complete Job. 115 Providing And Fixing Installation Testing Commissioning Of Philips / Havelsmake High Mass Security Lights To Be Fitted Inside Filtration Plant Premesis With High Mass Gi Octagonal Poles Including Auto Transformer, Connecting Cables And Other Acessories. Complete Job. 116 Providing And Fixing Installation Testing Commissioningof Exhaust Fan In The Chemical House Complete Job ( HavellS, Usha, Crompton Greaves Make ) . 117 Providing Necessary Earthing For Motor Panels Lighting And Heating Networks As Per Prevailing Electric Rules With Latest Amendments With Necessary Medium Includingrefilling Complete Job ( Electrode Type ) . Complete Job. 118 Providing And Laying Of Shockproof 25Mm Thick Rubber Matting Of Jyothi Make. 119 Providing And Fixingof 50 Kva D.G Set Kirloskar Green Air Cooled Complete Job. 120 Providing Fabrication Of Ms Bend Tees As Per Site Requirment To Be Fabricated At Site Incld. Hire Charges Of Dg Setwelding Machine Complete Job. 121 Providing And Fixing Ofhume Pipe 600Mmwith Coller 122 Electrical Sub Station 100 Kvaincld . Poles And Conductor Other Allied Fittings And Fixtures, Channel Nuts Bolts Incld Lt And Ht Poles And Conductor. Complete Job. 123 Filling Available Excavtedearth ( Excld. Rock ) In Trenches Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming & Watering Lead Upto 50 M, & Lift Upto 1.5 M. 124 Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 125 Laying In Position Centrifugally Cast Di / Ci ( Spun ) Iron S&S Or Flanged Pipes ( Excluding Cost Of Pipe ) 100Mm Dia Di 126 Providing Push-On-Joints To Centrifugally ( Spun ) Cast Iron Pipes Or Ductile Iron Pipes Including Testing Of Joints And Including The Cost Of Rubber Gasket. 127 150 Mm Dia 128 100 Mm Dia 129 80 Mm Dia 130 Laying And Fitting Of G.I. Pipes ( All Classes ) Complete Excluding Cost Of Pipes, Fittings And Earth Work. 131 50 Mmdia. G.I. Pipes 132 40 Mm Dia. G.I. Pipes 133 25 Mmdia. G.I. Pipes 134 20 Mmdia. G.I. Pipes 135 15 Mm Dia. G.I. Pipes 136 P / F O Fms Flanges To Theg I Pipe , Including Cost Offlanges, Welding Charges And L / F Charges Complete. 137 65 Mm Dia Gi Pipe 138 80 Mm Dia G.I Pipe 139 100 Mm Dia G.I Pipe 140 Providing / Fixing Ofd.I / G.I Bends , Tees, Unions, Elbows, Nipples Etc. 141 P / F Of Ms Bends Di / Ci Tees Complete Job 142 250 Mm Dia D.I Bends / Tees 143 150 Mm Dia D.I Bends 144 100 Mm Dia D.I Bends / Tees 145 80 Mm Dia D.I Bends / Tees 146 80 Mm Dia G.I Bends / Tees 147 65 Mm Dia G.I Bends / Tees 148 50 Mm Dia G.I Bends / Tees 149 40 Mm Dia Giunions / Bends 150 50 Mm Dia Unions 151 65 Mm Dia Unions 152 25 Mm Dia G.I Unions / Bends 153 20 / 15 Mm Gi Unions / Bends 154 25 / 20 / 15 Mm Tees / Bends 155 40 / 25 / 20 Mm Elbows 156 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually / By Mechanical Means Including Stacking Of Pipes Within 50 Meters Lead As Per Direction Of Engineer-In-Charge : 157 15 Mm To 40 Mm Nominal Bore. 158 Above 40 Mm Nominal Bore 159 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. 160 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size ) Upto Plinth Level And Curing Complete With:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 161 Pointing On Stone Work With Cement Mortar 1 : 3 ( 1 Cement : 3 Fine Sand ) Flush / Ruled Pointing 162 Providing And Fixing Kitchen Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P. Brass Waste Complete, Including Painting The Fittings And Brackets, Cutting And Making Good The Walls Whereverrequired.White Glazed Fire Clay Kitchen Sink Of Size 600X450x250 Mm 163 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C Waste Fittings Complete:Flexible Pipe, 40 Mm Dia 164 Distempering With 1St Quality Acrylic Distemper, Having Voc ( Volatile Organic Compound ) Content Less Than 50 Grams / Liter, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour.Two Coats 165 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) 166 Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Curing Complete 167 Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coats Applied @ 0.90Litre / 10Sqm Over An Under Coat Of Primer Applied @ 0.75Litre / 10Sqm Of Approved Brand And Manufacture 168 Provision For Plumbing In The Quarter Withsanitary Installations / Grills To Windows And Elcetrification Complete Job 169 Engagement Of Manual Labour For Execution Of Various Jobs ( To Be Paid As Per Actual ) 170 Engagement Of Ist Class Carpenter / Fitter For Doing The Required Job 171 Demolishing Stone Rubble Masonary Manually / Mechanically Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mtr Lead As Per Directions Of Engineer Incharge. 172 Cost Of Wire Crates 173 Providing And Fixing Bath Fittings Of Jaquar Make Including All Accessories & Carriages. 174 Cost For Furniture Items Viz Chairs, Tables, Mattings Of Approved Brand With A Base Of Thermocol, Lockers, Racks, Sofa Set Triple Seater ( 03 No Each ) With Iron Grills To Rooms, Along With Electrical Appliances, Fans, Et Complete All Of Approved Brand As Approved By Engineer In Charge. 175 Providing & Fixing Of M.S Clips In The Blocks 176 Inter Connecting Of Filtration Plant With Sr & Sluice Chamber During & After Execution Of Work Including Providing / Fixing Of Necessary Pipe Specials Whatever Required As Per Site Requirement. 177 Providing & Hand Packing Of Quarry Stones Of Required Size Into Wire Crates Excluding Cost Of Wire Crates. 178 Providing & Fixing Of Wooden Panelling On Walls Complete Job With Necessary Coatings / Finishings & A Base Of 12 Mm Thick Ply Board. 179 Supply / Installation Of Genset ( Petrol Operated ) Of 2800 Ah Power Output Of Approve Make ( Honda ) Noise Less Including All Carriages & Test Run / Maintainence For A Period Of 1 Year. 180 Supply Of Laptop For Office Use Of Approved Brand And Manufacture Like Hp, Lenovo, Dell Or As Approved By Engineer Inchargewith I5 Configuration, 2 Terra Byte Hard Disc, 4 Gb Ram With Windows 10 Preloaded Along With Printer / Copier Of Canon Make With Duplex Printing 181 Provision For Soil Investigation / Structural Design / Vetting Of Design ( Complete Job 182 Carriage Of Materials 183 By Mechanical Transport Including Loading, Unloading And Stacking 184 150 Mm Dia D.I / G.I Pipes ( 45 Kms ) 185 150 Mm Dia D.I / G.I Pipes ( 30 Kms ) 186 100 Mm Dia D.I / G.I Pipes ( 45 Kms ) 187 100 Mm Dia D.I / G.I Pipes ( 35 Kms ) 188 Below 100 Mm G.I Pipes ( 45Kms ) 189 Below 100 Mm G.I Pipes ( 35Kms ) 190 Below 100 Mm G.I Pipes ( 30Kms ) 191 Cement And Steel ( 35 Kms ) 192 Cement And Steel ( 37 Kms ) 193 Sand, Stone Aggregate Below 40 Mm Nominal Size 40 Kms ) 194 Sand, Stone Aggregate Below40 Mm Nominal Size ( 35 Kms ) 195 Sand, Stone Aggregate Below40 Mm Nominal Size ( 30 Kms ) 196 Stone Aggregate 40 Mm Nominal Size And Above ( 35 Kms ) 197 Stone Aggregate 40 Mm Nominal Size And Above ( 25 Kms ) 198 Stone Aggregate 40 Mm Nominal Size And Above ( 40Kms ) 199 Stone Aggregate 40 Mm Nominal Size And Above ( 30Kms ) 200 Stone Soling ( 15Kms ) 201 Stone Soling ( 35Kms ) 202 Stone Soling ( 37Kms ) 203 Wire Crates ( 15Km ) 204 Earth ( 5Km ) 205 Bricks ( 30 Km ) 206 By Manual Labour Including Loading, Unloading And Stacking 207 150 Mm D.I / G.I Pipes ( 1000M ) 208 150 Mm D.I / G.I Pipes ( 400M ) 209 100 Mm Dia D.I / G.I Pipes ( 1000 M ) 210 100 Mm Dia D.I / G.I Pipes ( 2000 Mtr ) 211 Below 100 Mm G.I Pipes ( 500 M ) 212 Below 100 Mm G.I Pipes ( 1000 M ) 213 Below 100 Mm G.I Pipes ( 100 M ) 214 Below 100 Mm G.I Pipes ( 400 M ) 215 Below 100 Mm G.I Pipes ( 500 M ) 216 Below 100 Mm G.I Pipes ( 2000 Mtr ) 217 Cement ( 900 M ) 218 Cement ( 200 M ) 219 Steel ( 300 M ) 220 Cement / Steel ( 200 M ) 221 Cement ( 2000 Mtr ) 222 Cement ( 500 M ) 223 Steel ( 500 M ) 224 Steel ( 900 M ) 225 Steel ( 200 M ) 226 Steel ( 2000M ) 227 Steel ( 300 M ) 228 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 500 M ) 229 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 1000 M ) 230 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 900 M ) 231 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 200 M ) 232 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 2000 Mtr ) 233 Stone Aggregate 40 Mm Nominal Size And Above ( 500 M ) 234 Stone Aggregate 40 Mm Nominal Size And Above ( 1000 M ) 235 Stone Aggregate 40 Mm Nominal Size And Above ( 2000 M ) 236 Stone Aggregate 40 Mm Nominal Size And Above ( 900 M ) 237 Stone Aggregate 40 Mm Nominal Size And Above ( 200 M ) 238 Stone Aggregate 40 Mm Nominal Size And Above ( 300 M ) 239 Stone Soling ( 200M ) 240 Stone Soling ( 300M ) 241 Stone Soling ( 500 M ) 242 Stone Soling ( 900 M ) 243 Stone Soling ( 1000 M ) 244 Quarry Stone ( 1000 M ) 245 Bricks ( 300 M ) 246 Bricks ( 500 M ) 247 Provision For Making House Hold Connections To Un Connected House Holds By Way Of P / F Of Necessary Pipe Specials Including 15 Mm G.I Pipe 1 No Earthwork .
