Tender For Construction Of Canteen And Juice Bar Near Hostels Of Iit Ropar; 1 Civil Works ( Canteen ) 16 X 16 Feet 2 Earth Work In Excavation By Mechanical Mens ( Hydraulic Exacavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 3 All Kinds Of Soil 4 Filling Available Excavated Earth ( Excluding Rock ) In Treches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depostied Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M 5 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 6 Supplying And Filling In Plinth With Sand Under Floors, Inlcuding Watering, Ramming, Consolidating And Dressing Complete 7 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 8 1:5:10 ( 1 Cement : 5 Fine Sand Derived From Natrual Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Work For 10 Foundations, Footings, Bases For Columns 11 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Gouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 12 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excludingthe Cost Of Centering, Shuttering, Finishing And Reinforcement- All Work Up Ot Plinth Level 13 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 14 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level 15 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 16 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level 17 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 18 Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In: 19 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 20 Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Ofclass Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In: 21 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 22 Steel Work In Built Up Tubular ( Round, Square Or Rectangular Hollow Tubes Etc. ) Trusses Etc. Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding Nad Bolted With Special Shaped Washers Etc. Complete 23 Hot Finished Welded Type Tubes 24 Structural Steel Work In Single Sectio, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete 25 Providing And Fixing 1 Mm Thick M.S. Sheet Door With Frame Of 40 X 40X 6 Mm Angle Iron And 3 Mm M.S. Gusset Plates At The Juncitons And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. 26 Using M.S. Angels 40X40x6 Mm For Diagonal Braces 27 Welding By Gas Or Electric Plant Including Transportation Of Plant At Site Etc. Complete 28 Providing And Fixing Carbon Steel Galvanised ( Mnimum Coating 5 Miron ) Dash Fastener Of 10 Mm Dia Double Threaded 6.8 Grade ( Yield Strenth 480 N / Mm2 ) , Coutner Sunk Head, Comprising Of 10 Mm Dia Polyamide Pa 6 Grade Sleveee, Including Drilling Of Hole In Frame, Concrete / Masonry, Etc. As Per Direction Of Engineer-In-Charge. 29 10 X 120 Mm 30 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Sement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) : 31 25 Mm Thick 32 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 33 110 Mm Diameter 34 Providing Reinforced By Organic Fibres And / Or Inorganic Synthetic Fibres Cement 6 Mm Thick Corrugated Sheets ( As Per Is: 14871 ) Roofing Up To Any Pitch And Fixing With Polymer Coated J, Or L Hooks, Bolts And Nuts 8 Mm Dia. G.I. Plain And Bitumen Washers Or With Self Drilling Fastener And Epdm Washers Etc. Complete ( Excluding The Cost Of Purlins, Rafters And Trusses ) , Including Cutting Sheets To Size And Shape Wherever Required. 35 Providing And Fixing Precoated Galvanised Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineerin- Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X 55 Mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 36 Providing And Fixing Precoated Galvanised Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self / Drilling / Self Tapping Screws Complete 37 Ridges Plain ( 500-600Mm ) 38 Flashings / Aprons. ( Upto 600 Mm ) 39 Gutter ( 600 Mm Over All Girth ) 40 Cement Plaster ( In Fine Sand ) 41 12 Mm Cement Plaster Of Mix: 42 1:6 ( 1 Cement : 6 Fine Sand ) 43 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade: 44 Two Or More Coats On New Work 45 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade: 46 New Work ( Two Or More Coatapplied @ 1.67 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Applied @ 2.20 Kg / 10 Sqm 47 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 48 Two Coats 49 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 50 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 51 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 Whereever Required. 52 White Glazed Fire Clay Kitchen Sink Of Size 600 X 450 X 250 Mm 53 Providing And Fixing P.V.C Waste Pipe For Sink Or Wash Basin Including P.V.C Waste Fittings Complete 54 Semi Rigid Pipe 55 32 Mm Dia 56 Providing And Fixing Soil, Waste And Vent Pipes: 57 Centrifugally Cast ( Spun ) Iron Socket & Spigot ( S&S ) Pipe As Per Is: 3989 58 100 Mm Diameter: 59 75 Mm Diameter 60 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 61 Sand Cast Iron S&S As Per Is-1729 62 100 Mm Dia: 63 75 Mm Dia 64 Providing Lead Caulked Joints To Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes And Fittings Of Diameter 65 100 Mm : 66 75 Mm 67 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 68 100 Mm Inlet And75 Mm Outlet 69 Sand Cast Iron S&S As Per Is - 3989 70 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 71 100 Mm Diameter Pipe: 72 75 Mm Diameter Pipe 73 Providing And Fixingg.I. Pipes Complete With G.I. Fittings And Clamps, I / C Making Good The Walls Etc. Concealed Pipe, Including Painting Wih Anti Corrosive Bitumastic Paint, Cutting Chases And Amking Good The Wall. 74 15 Mm Dia Nominal Bore 75 20 Mm Dia Nominal Bore 76 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 77 External Work 78 20 Mm Dia Nominal Bore 79 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 80 20 Mm Nominal Bore 81 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 82 15 Mm Nominal Bore 83 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 84 15 Mm Nominal Bore- 45 Cm Length 85 Providing And Filling Sand Of Grading Zone V Or Coarser Grade, Allround The G.I. Pipes In External Work : 86 20 Mm Diameter Pipe 87 Painting G.I. Pipes And Fittings With Two Coats Of Anti-Corrosive Bitumastic Paint Of Approved Quality : 88 20 Mm Diameter Pipe 89 Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( New Work ) : 90 15 Mm Nominal Bore 91 20 Mm Nominal Bore 92 Providing And Fixing Brass Stop Cock Of Approved Quality : 93 15 Mm Nominal Bore 94 20 Mm Nominal Bore 95 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 : 96 20 To 40 Mm Nominal Bore 97 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 98 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: 99 150 X 100 Mm Size P Type. 100 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 101 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:1.5:3 Mix ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 102 Inside Size 90X80 Cm And 45 Cm Deep Including C.I. Coverwith Frame ( Light Duty ) 455X610 Mm Internal Dimensions, Total Weight Of Cover And Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg And Weight Of Frame 15 Kg ) : 103 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 104 Extra For Depth For Manholes : 105 Size 90X80 Cm 106 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 107 Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete : 108 For Pipes 100 To 250 Mm Diameter 109 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 110 Civil Works ( Juice Bar ) ( 12 X 12 Feet ) 111 Earth Work In Excavation By Mechanical Mens ( Hydraulic Exacavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 112 All Kinds Of Soil 113 Filling Available Excavated Earth ( Excluding Rock ) In Treches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depostied Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M 114 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 115 Supplying And Filling In Plinth With Sand Under Floors, Inlcuding Watering, Ramming, Consolidating And Dressing Complete 116 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 117 1:5:10 ( 1 Cement : 5 Fine Sand Derived From Natrual Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 118 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Work For 119 Foundations, Footings, Bases For Columns 120 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Gouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 121 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excludingthe Cost Of Centering, Shuttering, Finishing And Reinforcement- All Work Up Ot Plinth Level 122 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 123 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level 124 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 125 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level 126 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 127 Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In: 128 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 129 Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Ofclass Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In: 130 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 131 Steel Work In Built Up Tubular ( Round, Square Or Rectangular Hollow Tubes Etc. ) Trusses Etc. Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding Nad Bolted With Special Shaped Washers Etc. Complete 132 Hot Finished Welded Type Tubes 133 Structural Steel Work In Single Sectio, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete 134 Welding By Gas Or Electric Plant Including Transportation Of Plant At Site Etc. Complete 135 Cement Plaster ( In Fine Sand ) 136 12 Mm Cement Plaster Of Mix: 137 1:6 ( 1 Cement : 6 Fine Sand ) 138 Pointing On Brick Work Or Brick Flooring With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) 139 Flush / Ruled / Struck Or Weathered Pointing 140 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade: 141 Two Or More Coats On New Work 142 Providing Reinforced By Organic Fibres And / Or Inorganic Synthetic Fibres Cement 6 Mm Thick Corrugated Sheets ( As Per Is: 14871 ) Roofing Up To Any Pitch And Fixing With Polymer Coated J, Or L Hooks, Bolts And Nuts 8 Mm Dia. G.I. Plain And Bitumen Washers Or With Self Drilling Fastener And Epdm Washers Etc. Complete ( Excluding The Cost Of Purlins, Rafters And Trusses ) , Including Cutting Sheets To Size And Shape Wherever Required. 143 Providing And Fixing Precoated Galvanised Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineerin- Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X 55 Mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 144 Providing And Fixing Precoated Galvanised Steelsheet Rooging Accessories 0.50 Mm ( +0.05% ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is:277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete: 145 Ridges Plain ( 500-600Mm ) 146 Flashings / Aprons. ( Upto 600 Mm ) 147 Gutter ( 600 Mm Over All Girth ) 148 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 149 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 150 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 Whereever Required. 151 White Glazed Fire Clay Kitchen Sink Of Size 600 X 450 X 250 Mm 152 Providing And Fixing P.V.C Waste Pipe For Sink Or Wash Basin Including P.V.C Waste Fittings Complete 153 Semi Rigid Pipe 154 32 Mm Dia 155 Providing And Fixing Soil, Waste And Vent Pipes: 156 Centrifugally Cast ( Spun ) Iron Socket & Spigot ( S&S ) Pipe As Per Is: 3989 157 100 Mm Diameter: 158 75 Mm Diameter 159 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 160 Sand Cast Iron S&S As Per Is-1729 161 100 Mm Dia: 162 75 Mm Dia 163 Providing Lead Caulked Joints To Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes And Fittings Of Diameter 164 100 Mm : 165 75 Mm 166 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 167 100 Mm Inlet And75 Mm Outlet 168 Sand Cast Iron S&S As Per Is - 3989 169 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 170 100 Mm Diameter Pipe: 171 75 Mm Diameter Pipe 172 Providing And Fixingg.I. Pipes Complete With G.I. Fittings And Clamps, I / C Making Good The Walls Etc. Concealed Pipe, Including Painting Wih Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall. 173 15 Mm Dia Nominal Bore 174 20 Mm Dia Nominal Bore 175 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 176 External Work 177 20 Mm Dia Nominal Bore 178 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 179 20 Mm Nominal Bore 180 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 181 15 Mm Nominal Bore 182 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 183 15 Mm Nominal Bore- 45 Cm Length 184 Providing And Filling Sand Of Grading Zone V Or Coarser Grade, Allround The G.I. Pipes In External Work : 185 20 Mm Diameter Pipe 186 Painting G.I. Pipes And Fittings With Two Coats Of Anti-Corrosive Bitumastic Paint Of Approved Quality : 187 20 Mm Diameter Pipe 188 Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( New Work ) : 189 15 Mm Nominal Bore 190 20 Mm Nominal Bore 191 Providing And Fixing Brass Stop Cock Of Approved Quality : 192 15 Mm Nominal Bore 193 20 Mm Nominal Bore 194 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 : 195 20 To 40 Mm Nominal Bore 196 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 197 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: 198 150 X 100 Mm Size P Type. 199 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 200 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:1.5:3 Mix ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 201 Inside Size 90X80 Cm And 45 Cm Deep Including C.I. Coverwith Frame ( Light Duty ) 455X610 Mm Internal Dimensions, Total Weight Of Cover And Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg And Weight Of Frame 15 Kg ) : 202 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 203 Extra For Depth For Manholes : 204 Size 90X80 Cm 205 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 206 Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete : 207 For Pipes 100 To 250 Mm Diameter 208 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 209 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : 210 New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg / 10 Sqm ) For Pipes 100 To 250 Mm Diameter 211 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 212 110 Mm Diameter 213 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 214 Size Of Tile 600X600 Mm 215 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 216 Distempering With 1St Quality Acrylic Distemper, Having Voc ( Volatile Organic Compound ) Content Less Than 50 Grams / Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour 217 Two Coats 218 Providing And Fixing Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer ( Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 36 Kg To 80 Kg And Door Width From 701 Mm To 1000 Mm ) , With Double Speed Adjustment With Necessary Accessories And Screws Etc. Complete. 219 Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) , Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 220 250*16 Mm 221 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised ( 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 : 222 250 * 10Mm 223 Providing And Fixing Aluminium Handles, Isi Marked, Anodised ( 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 : 224 125 Mm 225 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised ( 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. 226 Twin Rubber Stopper 227 Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partition With Extruded Built Up Standard Tubular Sections / Appropriate Z Section And Other Sections Of Approved Make Conforming To Is:733 And Is:1285, Fixing With Dash Fasteners Of Required Dia Nad Size, Including Necessary Filling Up The Gaps At Junctions I.E. At Top, Bottom And Sides With Required Epdm Rubber / Neoprene Gasket Etc. Aluminium Sections With Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Agnle, Aluminium Snap Beading For Glazing / Paneling, C.P.Brass / Stainless Steel Screws, All Complete As Per Architecturaldrawings And The Directions Of Engineer-In-Charge, ( Glazing, Paneling And Dash Fasteners To Be Paid For Separately ) 228 Powder Coated Aluminium ( Minimum Thickness Of Powder Coating 50 Micron ) 229 Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Gradedwood Particle Board Conforming To Is:12823 Grade I Type Ii, In Panelling Fixed In Aluminium Doors, Windows, Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge 230 Pre- Laminated Particle Board With Decorative Lamination On Both Side 231 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 ) 232 Powder Coated Aluminium ( Minimum Thickness Of Powder Coating 50 Micron ) 233 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partition Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As The Architectural Drawings And The Direction Of Engineer-In -Charge ( Cost Of Aluminium Snap Beading Shall Be Paid In Basic Items. 234 With Float Glass Panes Of 5 Mm Thickness ( Weight Not Less Than 12.50 Kg / Sqm ) 235 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge.
