Construction And Successful Testing And Commissioning Of 0.10 Mgd Rsfp Without Pst Wss Kandora - 1 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 2 Clearing Grass And Removal Of The Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 3 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Ground Level ) Including Cutting Of Trunk And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. 4 Beyond 30 Cm Girth Upto And Including 60 Cm Girth. 5 Beyond 60 Cm Girth Upto And Including 120 Cm Girth. 6 Beyond 120 Cm Girth Upto And Including 240 Cm Girth. 7 Above 240 Cm Girth 8 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 Sqm 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 ) 9 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Material :All Kinds Of Soil : 10 All Kinds Of Soil : 11 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 12 All Kinds Of Soil : 13 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 Andramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: 14 1 Meter From Cutting Edge 15 25 Meter Beyond 1 M From Cutting Edge 16 50 Meter Beyond 1 M From Cutting Edge 17 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) 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, Within A Lead Of 50 Metres: 18 All Kinds Of Soil : 19 Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. 20 Close Timbering In Trenches Including Strutting, Shoring And Packing Cavities ( Wherever Required ) Complete. ( Measurements To Be Taken Of The Face Area Timbered ) . 21 Depth Exceeding 1.5 M But Not Exceeding 3 M 22 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 23 Extra For Levelling & Neatly Dressing Of Disposed Soil Completely As Directed By Engineer-In-Charge. 24 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 25 Providing And Laying Hand Packed Stone Soling 50 Mm Nominal Size Including Filling, Spreading, Dressing, Ramming, All Leads Lifts And All Carriages Complete. 26 Supply And Filling Of Filter Media From Approved Source - Gravel ( Graded Gravel - Size Ranging From 2.0Mm To 40.00 Mm ) In Filter Beds. Including All Carriages, Complete Job 27 Supply And Filling Of Filter Media From Approved Source - Sand ( Coarse Filter Sand - In Filter Beds. Including All Carriages, Complete Job 28 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. 29 Supplying And Filling In Plinth With Fine Sand Under Floors Including, Watering, Ramming, Consolidating And Dressing Complete. 30 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: 31 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 40 Mm Nominal Size ) 32 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) 33 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 34 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 35 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 36 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. 37 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 38 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: 39 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 40 Providing And Laying Upto Floor V Level Reinforced Cement Concrete In Kerbs, Steps And The Like Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With: 41 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 42 Reinforced Cement Concrete Work In Arches, Arch Ribs, 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: 43 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size 44 Reinforced Cement Concrete Work In Chimneys, Shafts Upto Floor Five Level Including Curing Complete But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With: 45 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 46 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. 47 All Works Upto Plinth Level 48 All Works Above Plinth Level Upto Floor V Level 49 Extra For Providing Richer Mixes At All Floor Levels. Note:- Excess / Less Cement Over The Specified Cement Content Used Is Payable / Recoverable Separately.5.35.1 Providing M-30 Grade Concrete Instead Of M-25 Grade Bmc / Rmc. ( Note:- Cement Content Considered In M-30 Is @ 340 Kg / Cum ) 50 Extra For R.C.C. / B.M.C. / R.M.C. Work Above Floor V Level For Each Four Floors Or Part Thereof. 51 Add Or Deduct For Using More Or Less Cement In The Items Of Design Mix Over And Above The Specified Cement Content Therein. 52 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 53 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 54 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 55 Suspended Floors, Roofs, Landings, Balconies And Access Platforms. 56 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 57 Columns, Pillars, Piers, Abutments, Posts And Struts. 58 Stairs ( Excluding Landings ) Except Spiral Staircases. 59 Spiral Staircases ( Including Landings ) 60 Arches, Domes, Vaults Upto 6 M Span 61 Extra For Arches, Domes, Vaults Exceeding 6 M Span 62 Chimney And Shafts 63 Extra For Shuttering In Circular Work ( 20% Of Respective Centering And Shuttering Items ) 64 Edges Of Slabs And Breaks In Floors And Walls 65 Extra For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De-Shuttering And De-Centering At All Levels, Over A Height Of 3.5 M, For Every Additional Height Of 1 Meter Or Part Thereof ( Plan Area To Be Measured ) . 66 Suspended Floors, Roofs, Landings, Beams And Balconies ( Plan Area To Be Measured ) 67 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 ) 68 Steel Reinforcement For R.C.C. Work Ready To Use Cut And Bend Rebars Of Approved Make From Factory / Workshop To Construction Site Including Placing In Position And Binding Allcomplete Upto Plinth Level. 69 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 70 Steel Reinforcement For R.C.C. Work Ready To Use Cut And Bend Rebars Of Approved Make From Factory / Workshop To Construction Site Including Placing In Position And Binding Allcomplete Above Plinth Level. 71 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 72 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : 73 Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 74 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 75 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 76 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 Fastenersshall Be Paid For Separately ) : 77 First Class Kail Wood 78 Pre-Laminated Particle Board With Decorative Lamination On Both Sides, Grade I, Type Ii Is : 12823 Marked 79 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. 80 First Class Kail Wood ( 30 Mm Thick Shutter ) 81 Second Kail Wood ( 30 Mm Thick Shutter ) 82 Providing And Fixing Fly Proof Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions All Complete. 83 With Galvanized M.S. Wire Gauge With Wire Of Dia 0.63 Mm 84 With 2Nd Class Teak Wood Beading 62X19 Mm 85 4 Mm Thick Glass Pane ( Weighing Not Less Than 10 Kg / Sqm ) 86 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm 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. 87 Using M.S. Angles 40X40x6mm For Diagonal Braces. 88 Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. 89 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. Chequered Plate Wherever Required, All Complete. 90 In Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required. 91 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. 92 Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. 93 M.S. Tube 94 E.R.W. Tubes 95 G.I. Pipes 96 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. 97 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. 98 Riveted And Bolted 99 Welded 100 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 101 80X1.25 Mm M.S. Laths With 1.25 Mm Thick Top Cover 102 Providing And Fixing Ball Bearing For Rolling Shutters. 103 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. 104 40Mm Thick With 20 Mm Nominal Size Stone Aggregate. 105 50 Mm Thick With 20Mm Nominal Size Stone Aggregate. 106 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 Skirting In Vertical & Pointing The Joints With White Cement And Matching Pigment Etc., Complete 107 In Colour Such As White, Ivory, Grey, Fume, Red Brown ( As Dirrected By The Engineer Incharge ) 108 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 Skirting In Vertical, Rubbing, Polishing And Curing Complete With: 109 Makrana White Second Quality ( 16Mm ) 110 Extra For Pre Finished Nosing To Treads Of Steps Of Marble Stone 111 Extra For Marble Stone Flooring In Treads Of Steps And Risers Using Single Length Up To 2.00 Meter. 112 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 113 1 : 3 ( 1 Cement : 3 Fine Sand ) 114 1 : 4 ( 1 Cement : 4 Fine Sand ) 115 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 ( 1 Cement : 3 Fine Sand ) 116 Cement Plaster With A Floating Coat Of Neat Cement 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 117 1 : 4 ( 1 Cement : 4 Fine Sand ) 118 1 : 6 ( 1 Cement : 6 Fine Sand ) 119 Pointing On Brick Work In 1 Cement : 3 Sand Mix. Flush / Ruled / Structure Or Weathered Pointing 120 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) 121 Applying Priming Coat: 122 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 123 With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood 124 With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron / Steel Works 125 With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work ( Second Coat ) 126 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. 127 Two Or More Coats On New Work 128 Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture 129 Finishing With Epoxy Paint ( Two Or More Coats ) At All Locations Prepared And Applied As Per Manufacturer’S Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete 130 On Steel Work 131 On Concrete Work 132 Distempering With Dry Distemper Of Approved Brand And Manufacture ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including Water Thinnable Priming Coat To Give An Even Shade 133 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade On New Work ( Two Or More Coats ) Over And Including Priming Coat With Water Thinnable Cement Primer. 134 Providing And Fixing Aluminum Handles Isi Marked Anodized ( Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868 ) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc.Complete 135 125 Mm 136 100 Mm 137 Providing And Fixing Aluminum Tower Bolts Isi Marked Anodized ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete : 138 150X10 Mm 139 100X10 Mm 140 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. 141 0.50 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 142 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 143 0.80 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 144 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 145 0.50 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 146 Providing And Fixing Plained Eaves Boarding. 2Nd Class Kail Wood 147 250X32 Mm ( Nominal Size ) 148 300X40 Mm ( Nominal Size ) 149 Providing And Fixing Of 0.5Mm Color Gs Sheet Soffitboardingincluding Backing, Supports Etc Complete Job 150 Providing And Fixing Plained Eaves Boarding. ( Ii Class Kail Wood ) 151 250X32 Mm ( Nominal Size ) 152 300X40 Mm ( Nominal Size ) 153 Providing And Fixing Of 0.5Mm Color Gs Sheet Soffitboardingincluding Backing, Supports Etc Complete Job 154 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. 155 1 Mm Thick 156 2 Mm Thick 157 Providing And Fixing G.I. Pipes ( B Medium ) Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) 158 15 Mm Dia. Nominal Bore 159 20 Mm Dia. Nominal Bore 160 25 Mm Dia. Nominal Bore 161 32 Mm Dia. Nominal Bore 162 40 Mm Dia. Nominal Bore 163 50 Mm Dia. Nominal Bore 164 65 Mm Dia. Nominal Bore 165 80 Mm Dia. Nominal Bore 166 100 Mm Dia. Nominal Bore 167 150 Mm Dia. Nominal Bore 168 Providing And Fixing D.I. Sluice Valves ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. ( The Tail Pieces If Required Will Be Paid Separately ) . Confirming To Is:14846 Read With Latest Amendments. 169 80 Mm Dia. Class 1 170 100 Mm Dia. Class 1 171 125 Mm Dia. Class 1 172 150 Mm Dia. Class 1 173 200 Mm Dia. Class 1 174 250 Mm Dia. Class 1 175 300 Mm Dia. Class 1 176 350 Mm Dia. Class 1 177 Providing And Laying D.I. Standard Specials Such As Tees, Bends, Collars, Tapers, Caps Etc. Suitable For Flanged Jointing As Per Is : 9523 ( As Per Site Requirement ) 178 Up To 300 Mm Dia. 179 Over 300 Mm Dia. 180 Providing And Fixing Of Ms Flanged Joints ( 12Mm Thick ) To Double Flanged Gi / Di Pipes Including Cutting Of Pipes, Welding Charges, Cutting Of Flanges, Rubber Gasket, Bolts, Nuts Including Testing Of Joint And All Sorts Of Carriages. Complete Job. 181 80 Mm Dia. Pipe 182 100 Mm Dia. Pipe 183 125 Mm Dia. Pipe 184 150 Mm Dia. Pipe 185 200 Mm Dia. Pipe 186 250 Mm Dia. Pipe 187 300 Mm Dia. Pipe 188 350 Mm Dia. Pipe 189 Providing And Placing In Position Suitable Pvc Water Stops Conforming To Is : 12200 For Construction / Expansion Joints Between Two Rcc Members And Fixed To The Reinforcement With Binding Wire Before Pouring Concrete Etc. Complete. 190 Serrated With Central Bulb ( 225 Mm Wide, 8-11Mm Thick ) 191 Dumb Bell With Central Bulb ( 180Mm Wide, 8Mm Thick ) 192 Kickers ( 320Mm Wide, 5Mm Thick ) 193 Providing And Applying Of Swellable Type Water Stop Tape, 19Mm X 25Mm Thick In Linear Meter ( Expansive Nature ) For Construction Joints Treatment Of Rcc Structure Such As Raft Slab, Retaining Walls, Water Storage Tank And At The Junctions Of Raft Slab With The Retaining Walls Etc.. After Cleaning The Surface, One Coat Of Required Primer For Swellable Water Stop Tape Shall Be Applied Throughout The Length Of The Joint @3.78 Litre Per 240 Running Meter. Over The Primed Surface Swellable Type Water Stop Tape Shall Be Placed. The Work Shall Be Carried Out All Complete As Per Specification And The Direction Of The Engineer-In-Charge. The Product Performance Shall Carry Guarantee For 10 Years Against Any Leakage 194 Providing & Fixing Of 0.63Mm Thick Pgi Sheets At Construction Joints Including All Leads And Lifts Complete Job As Directed By Engineer-In-Charge 195 Providing And Fixing Aluminum Work For Doors, Windows, Ventilators Andpartitions With Extruded Built Up Standard Tubular Sections / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 Andis: 1285, Fixed With Dash Fastener Of Required Dia. And Size Includingnecessary Filling Up Of Gaps At Junctions I.E, At Top, Bottom And Sides Withrequired Epdm Rubber / Neoprene Gasket Felt Etc. Aluminum Sectionsshall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminum Snap Beading Forglazing / Panelling, C.P. Brass / Stainless Steel Screws, All Complete As Perarchitectural Drawings And The Directions Of Engineer-In-Charge ( Glazing, Panelling And Dash Fasteners To Be Paid For Separately. ) 196 Anodized Aluminum ( Anodized Transparent Or Dyed To Required Shade According To Is:1868, Minimum Anodic Coating Of Grade Ac 15 ) 197 Powder Coated Aluminum ( Minimum Thickness Of Powder Coated 50 Microns ) 198 Polyester Powder Coated Aluminum ( Minimum Thickness Ofpolyester Powder Coated 50 Microns ) 199 For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required ( Fittings Shall Be Paid For Separately. ) 200 Anodized Aluminum ( Anodized Transparent Or Dyed To Required Shade According To Is:1868, Minimum Anodic Coating Of Grade Ac 15 ) 201 Powder Coated Aluminum ( Minimum Thickness Of Powder Coated 50 Microns ) 202 Polyester Powder Coated Aluminum ( Minimum Thickness Of Polyester Powder Coated 50 Microns ) 203 Providing And Fixing Glazing In Aluminum Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineerin-Charge. ( Cost Of Aluminum Snap Beading Shall Be Paid In Basic Item. ) 204 With Floating Glass Panes Of 4.0 Mm Thickness ( Weight Not Less Than 10.00 Kg / Sqm ) 205 With Float Glass Panes Of 5.0 Mm Thickness ( Weight Not Less Than 12.50 Kg / Sqm ) 206 With Float Glass Panes Of 8 Mm Thickness ( Weight Not Less Than 20.0 Kg / Sqm ) 207 Providing & Fixing Of Pvc Under Drainage Laterals With Specifications Conforming To Is-4985 & Is-15801, 8Mm Thick Fabricated Out Of Approved Make With Nominal Dia Of 9Mm Perforations As Per Design Of Bed Provided At 60 Degrees Along With Pvc Tees And End Caps Grouted In Concrete, The Pressure Rating Of 10Kg / Sq Cm 208 50 Mm Dia 209 62.5 Mm Dia 210 75 Mm Dia 211 100 Mm Dia 212 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Sand: 213 3 Km 214 4 Km 215 5 Km 216 Beyond 5 Km Upto 10 Km Per Km 217 Beyond 10 Km Upto 20 Km Per Km 218 Beyond 20 Km Per Additional Km 219 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Aggregate Below 40Mm : 220 3 Km 221 4 Km 222 5 Km 223 Beyond 5 Km Upto 10 Km Per Km 224 Beyond 10 Km Upto 20 Km Per Km 225 Beyond 20 Km Per Additional Km 226 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Aggregate 40Mm And Above : 227 3 Km 228 4 Km 229 5 Km 230 Beyond 5 Km Upto 10 Km Per Km 231 Beyond 10 Km Upto 20 Km Per Km 232 Beyond 20 Km Per Additional Km 233 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Stone Soling : 234 3 Km 235 4 Km 236 5 Km 237 Beyond 5 Km Upto 10 Km Per Km 238 Beyond 10 Km Upto 20 Km Per Km 239 Beyond 20 Km Per Additional Km 240 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Steel / Cgi Sheets: 241 3 Km 242 4 Km 243 5 Km 244 Beyond 5 Km Upto 10 Km Per Km 245 Beyond 10 Km Upto 20 Km Per Km 246 Beyond 20 Km Per Additional Km 247 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Earth: 248 3 Km 249 4 Km 250 5 Km 251 Beyond 5 Km Upto 10 Km Per Km 252 Beyond 10 Km Upto 20 Km Per Km 253 Beyond 20 Km Per Additional Km 254 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Cement: 255 3 Km 256 4 Km 257 5 Km 258 Beyond 5 Km Upto 10 Km Per Km 259 Beyond 10 Km Upto 20 Km Per Km 260 Beyond 20 Km Per Additional Km 261 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Bricks: 262 3 Km 263 4 Km 264 5 Km 265 Beyond 5 Km Upto 10 Km Per Km 266 Beyond 10 Km Upto 20 Km Per Km 267 Beyond 20 Km Per Additional Km 268 Carriage Of Materials By Mechanical Transport Including Loading, Unloading, Stacking Of Materials - Wood: 269 3 Km 270 4 Km 271 5 Km 272 Beyond 5 Km Upto 10 Km Per Km 273 Beyond 10 Km Upto 20 Km Per Km 274 Beyond 20 Km Per Additional Km 275 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- ( Sand ) 276 Ist 50M 277 Beyond Ist 50M 278 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Aggregate Below 40Mm 279 Ist 50M 280 Beyond Ist 50M 281 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Aggregate 40Mm And Above 282 Ist 50M 283 Beyond Ist 50M 284 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Stone Soling 285 Ist 50M 286 Beyond Ist 50M 287 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Steel / Cgi Sheets 288 Ist 50M 289 Beyond Ist 50M 290 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Earth 291 Ist 50M 292 Beyond Ist 50M 293 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Cement 294 Ist 50M 295 Beyond Ist 50M 296 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Bricks 297 Ist 50M 298 Beyond Ist 50M 299 Carriage Of Materials By Manual Means Including Loading, Unloading, Stacking Of Materials- Wood 300 Ist 50M 301 Beyond Ist 50M 302 Electrical Items:Supplying And Fixing Of 25Mm Dia. Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 303 Providing And Carrying Out Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Excl. Cost Of Conduit ) 304 Providing And Carrying Out Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2-Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Excl Cost Of Conduit ) 305 Providing And Carrying Out Wiring For Heating Points With 4.0 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, Modular Combineds&S 16Amp Along With Modular Plate, Suitable Gi Box And Earthing The Point With 2 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Excl Cost Of Conduit ) 306 Providing And Carrying Out Circuit / Submain Wiring Along With Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required. ( Excl. Cost Of Conduit ) 307 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 308 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire 309 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6A & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 310 Supply And Fixing Of Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excl Cost Modular Plate Etc., As Required. 311 Supplying And Fixing Single Pole 5 A To 32 A Rating, 240V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load In The Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 312 Supplying And Fixing Double Pole 63 Amp 240V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load In Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 313 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required 314 Supply Of 24-Watt Led Slim Aluminum Panel Surface Type Complete In All Respects. 315 Supply Of 1200 Mm Sweep Ceiling Fans Complete In All Respects. Confirming To Relevant Indian Standards 316 Supply Of 200 Mm Nominal Sweep Exhaust Fans Including Shutter From Outside Complete.Confirming To Relevant Indian Standards 317 Installation, Testing And Commissioning Of Pre-Wired, Fluorescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tube / Lamp Etc. Directly On Ceiling / Wall, Including Connections With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. 318 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length ( Up To 30 Cm ) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable Etc. As Required. 319 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. 320 Supplying And Fixing 12-Way Double Door, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 321 Providing, Fitting And Testing Of Led Flood Light Ip65 30W Rating To Pre-Wired Electric Points On The Outside Of The Filter House Building. 322 Providing And Laying Of Armoured Cable 95Mm, 3.5 Core For Main Service Line Of Reputed Make In P.V.C Pipes Of Required Dia To Accommodate The Service Line Including Bends Etc., From Main Transformer To The Main Panel Board Including Copper Thimbles, Earth Work Excavation And Filling For Laying Of Cable Complete. 323 Providing And Fitting At Site 3-Phase, Voltage Stabilizer Of Following Ratings, Oil Emersed, Of Standard Make And Quality Including Accessories As Required. The Job Includes Making Of Connections With Main Panel Board And Service Line. To Be Paid In Fitted And Finished Form After Testing On Full Load Capacity, Complete Job. 324 10 Kva 325 20 Kva 326 25 Kva 327 30 Kva 328 40 Kva 329 50 Kva 330 Providing And Fitting Of Panel Board With Angle Iron Supports And A.C. Sheets For Fixing Of Mccb, Change Over Switch, Bus Bars Etc. The Job Includes Nuts Bolts And Embedding Of Supports In Cement Concrete Blocks Complete Job. 331 Providing And Fitting Of: 332 200 Amp. 4 Pole Change Over Of Reputed Make 333 100 Amp 4 Pole Change Over Of Reputed Make. 334 64 Amp. 4 Pole Change Over Of Reputed Make 335 32 Amp. 4 Pole Change Over Of Reputed Make 336 200 Amp 3-Phase Copper Bus Bar 337 100 Amp-Copper Bus Bar 338 64 Amp-Copper Bus Bar 339 32 Amp-Copper Bus Bar 340 100 Amp Mccb 341 63 Amp Mccb 342 40 Amp Mccb 343 16 Amp Mccb 344 6 Amp Mccb 345 3-Phase Indicator Points 346 3-Phase Voltmeter And Amperemeters 347 Providing And Fitting Of Fancy Wall Brackets And Doom Light Of Reputed Make. 348 Mechanical Items:Providing & Fixing Of Pvc Under Drainage Laterals With Specifications Conforming To Is-4985 & Is-15801, 8Mm Thick Fabricated Out Of Approved Make With Nominal Dia Of 9Mm Perforations As Per Design Of Bed Provided At 60 Degrees Along With Pvc Tees And End Caps Grouted In Concrete, The Pressure Rating Of 10Kg / Sq Cm 349 50 Mm Dia 350 62.5 Mm Dia 351 75 Mm Dia 352 100 Mm Dia 353 Providing, Fitting, Testing And Commissioning Of Following Items For Flash Mixer: 354 Mixing Device With Reduction Gear System 355 3-Phase Electrically Driven Motor: 356 0.5 Hp 357 0.75 Hp 358 1.0 Hp 359 Foundation Base Plate 360 Starter Along With Necessary Wiring Upto Motor 361 Providing, Fitting, Testing And Commissioning Of Following Itemn For Alum Dosing Unit- 362 Mixing Device With Reduction Gear System. 363 3-Phase Electrically Driven Motors: 364 0.5 Hp 365 0.75 Hp 366 1.0 Hp 367 Foundation / Base Plate 368 Starter Along With Necessary Wiring Upto Motor 369 P.V.C Outlet, Overflow System With Fittings Upto Point Of Application 370 150Mmdiadrain Out Let 371 50 Mm Dia Service Water Piping. 372 Constant Dozing Unit With Time Device 373 Manually Operated Hoist 374 Providing, Fitting, Testing And Commissioning Of Following Itemns Forchlorine Dosing Unit- 375 Mixing Device With Reduction Gear System. 376 3-Phase Electrically Driven Motors: 377 0.5 Hp 378 0.75 Hp 379 1.0 Hp 380 Foundation / Base Plate. 381 P.V.C Outlet, Overflow System With Fittings Upto Point Of Application. 382 Starter Along With Necessary Wiring Upto Motor 383 150 Mm Dia Drain Out Let 384 50Mm Dia Service Water Piping 385 Constant Dozing Unit With Time Device. 386 Providing And Fixing D.I. Sluice Valves Class 1 ( With Cap ) Complete With Rubber Insertions, Bolts, Nuts, Extention Rod, Joint Connector, Supporting Pedestal With Base Plate, Top Plate And Necessary Anchoring Boltsetc. ( The Tail Pieces If Required Will Be Paid Separately ) . Confirming To Is:14846 Read With Latest Amendments. 387 80 Mm Dia. 388 100 Mm Dia. 389 125 Mm Dia. 390 150 Mm Dia. 391 200 Mm Dia. 392 250 Mm Dia. 393 300 Mm Dia. 394 350 Mm Dia. 395 Air Scouring Arrangements 396 Providing Fitting, Testing And Comissioning Ofair Blower Standard Make Isi Mark Capable Of Providing Compression @ 0.35 Kgs / Sqcm Coupled With Suitable 3 Phase Induction Electric Motorcomplete With Auxiliary Pipe System Upto Filter Beds With Pressure Guage, Nozzles, Foundation Block, Base Plate, Air Check Valve , Non- Return Valve, Starter Etc 397 2.10 Klpm Air Blower With 2.0 Hp Motor. 398 4.2 Klpm Air Blower With 5.0 Hp Motor. 399 8.2 Klpm Air Blower With 7.5 Hp Motor. 400 10.6 Klpm Air Blower With 10.0 Hp Motor. 401 12.3 Klpm Air Blower With 12.50 Hp Motor. 402 16.80 Klpm Air Blower With 15.0 Hp Motor. 403 Up Wash Arrangements 404 Supply Installation And Successful Testing And Commissioning Of Mono Block Pumping Unit Standard Make Isi Mark Coupled With 2 Phase Induction Motor With Appropriate Pumping Capacity So As To Fill The Tank Within The Max. Of 2 Hours With Nominal Dynamic Head Of 25M Along With All Accessories Like Foot Valves, Non- Return Valves, Foundation Block, Base Plate, Suction Pipe, Suitable Rising Main With Nominal Dia 50Mm ( Class-B ) With Heavey Dutyvalves And Other Accessories Required For The Job. 405 Pumping Unit With 5.0 Hp Motor. 406 Pumping Unit With 7.5 Hp Motor. 407 Pumping Unit With 12.5 Hp Motor. 408 Pumping Unit With 15.0 Hp Motor. 409 P / F Testing And Commissioning Of Ms Rotating Desludging Bridge Comprising Of Following Items: 410 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 For The Installation Testing And Commissioning Of Half Bridge With Central Drive Mechanism, Scrapper And Churners For Required Dia Clarifer. 411 Riveted And Bolted 412 Welded 413 Finishing With Epoxy Paint ( Two Or More Coats ) At All Locations Prepared And Applied As Per Manufacturer’S Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete 414 On Steel Work 415 On Concrete Work 416 Central Axle Turn Table With Double Bearing And Guide For Incoming Cable. 417 Peripheral Drive Assembly With Following Motors, Gear Box, Rollers, Drive Trolly ( 60:1 Reduction Gear Box ) . 418 Pumping Unit With 2.0 Hp Motor. 419 Pumping Unit With 5.0 Hp Motor. 420 Pumping Unit With 7.5 Hp Motor. 421 Starter Along With Necessary Wiring Upto Motor 422 Flocculator Drive Assembly With Crown Wheel, Pinion Sets, Reduction Gear ( 40:1 ) With Motors Complete Job. 423 0.5 Hp 424 0.75 Hp 425 1.0 Hp 426 Incoming Cable, Telescopic Electric Pole With Rotary Current Collector 427 Providing And Laying / Fixing S&S Centrifugally Cast ( Spun ) / Ductile Iron Pipes Class K-7 Conforming To Is : 8328 428 100 Mm Dia 429 150 Mm Dia 430 200 Mm Dia 431 250 Mm Dia 432 300 Mm Dia 433 350 Mm Dia 434 400 Mm Dia 435 450 Mm Dia 436 Providing And Laying D.I. Standard Specials Such As Tees, Bends, Collars, Tapers, Caps Etc. Suitable For Flanged Jointing As Per Is : 9523 ( As Per Site Requirement ) 437 Up To 300 Mm Dia. 438 Over 300 Mm Dia. 439 Providing / Fixing, Installation, Successful Commissioning Of Double Flanged Ms Pipes / Specials To Be Fabricated From Ms Tube Heavy Quality Nominal Thickness 6Mm, Conforming To Relevant Indian Standard Is-1239 And / Or Is 1161 Read With Up To Date Amendments. The Pipe Material Should Be Of Standard Quality And Must Withstand All The Anticipated Design Pressure Ratings.The Work Should Be Leakproof And Should Be Painted With Anti Corrosive Red Oxide Primer. Complete Job.
