Boriavi Nagar Palika Area Annual Item Rate For Boriavi Nagar Palika Vistar-1 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( A ) Loose Or Soft Soil 2 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( B ) Dense Or Hard Soil 3 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( C ) Hard Murrum 4 Filling Available Excavated Earth ( Excluding Rock ) In Trenches. Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm. In Depth Consolidating Each Disposited Layer By Ramming And Watering. 5 Filling In Plinth With Sand Under Floors Including Watering Ramming, Consolidating And Dressing Complete. ( Executed With Manual Labour ) 7 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Meter Lead. ( A ) Loose Or Soft Soil 8 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( B ) Dense Or Hard Soil 9 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( C ) Hard Murrum 10 Providing And Laying Cement Concrete 1:3:6 ( 1- Cement : 3- Coarse Sand : 6- Crushed Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Including Cost Of Formwork In ( A ) Wall Caps / Coping 11 Providing And Laying Cement Concrete 1:2:4 ( 1- Cement : 2- Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Excluding Cost Of Formwork In ( A ) Foundation And Plinth 12 Providing And Laying Cement Concrete Work 1:2:4 ( 1- Cement : 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Excluding Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( A ) Foundations, Footings, Base Or Columns And Mass Concrete 13 Providing And Laying Cement Concrete Work 1:2:4 ( 1- Cement : 2- Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Excluding Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( B ) Slabs, Landing, Shelves, Balconis , Lintels, Beams, Girders And Cantilever Upto Floor Two Level. 14 Providing And Laying Cement Concrete Work 1:2:4 ( 1- Cement : 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Curing Complete Excluding Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( D ) Columns, Pillars Posts And Struts Upto Floor Two Level. 15 Providing And Laying Cement Concrete 1:2:4 ( 1- Cement : 2- Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) For Reinforced Concrete Chhajjas Not Exceeding 10Cm. Thickness Upto Floor Two Level Including Finishing The Exposed Surfaces With Cement Mortar 1:3 ( 1- Cement, 3 Fine Sand ) To Give A Smooth And Even Surface Centering And Formwork And Curing Complete Excluding Cost Of Reinforcement. 16 Providing Tmt Bar Fe 500 / 500D Reinforcement For R.C.C. Work Including Bending, Binding And Placing In Position Complete Upto Floor Two Level 17 Providing Upto Floor Two Level Precast Cement Concrete Jali Or Grill 1:2:4 Mix ( 1- Cement : 2- Coarse Sand : 4-Graded Stone Aggregate 6Mm Nominal Size ) Inforced With 1.6 Mm Dia. Mild Steel Wire Including Roughening, Cleaning, Fixing And Finishing In Cement Mortar 1:3 And Curing Complete. ( D ) 75Mm Thick 18 Providing Upto Floor Two Level Precast Cement Concrete Jali Or Grill 1:2:4 Mix ( 1- Cement : 2- Coarse Sand : 4-Graded Stone Aggregate 6Mm Nominal Size ) Inforced With 1.6 Mm Dia. Mild Steel Wire Including Roughening, Cleaning, Fixing And Finishing In Cement Mortar 1:3 And Curing Complete. ( E ) 100Mm Thick 19 Providing And Laying Controlled Cement Concrete M.200 And Curing Complete Excluding The Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( A ) Foundations, Footings, Base Of Columns And Mass Concrete 20 Providing And Laying Controlled Cement Concrete M.200 And Curing Complete Excluding The Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( B ) Walls, From Top Of Foundation Level Upto Floor Two Level 21 Providing And Laying Controlled Cement Concrete M.200 And Curing Complete Excluding The Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ©Slabs, Landing, Shelves, Balconies Lintels, Beams, Girders And Cantilever Upto Floor Two Level. 22 Providing And Laying Controlled Cement Concrete M.200 And Curing Complete Excluding The Cost Of Formwork And Reinforcement For Reinforced Concrete Work In ( D ) Columns, Pillars Posts And Struts Upto Floor Two Level. 23 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforsement For R.C.C Work In ( Ii ) Slabs Having More Than 8 Cm And Upto 10 Cm.Thickness 24 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforsement For R.C.C Work In ( Iii ) Slabs Having More Than 10 Cm And Upto 13 Cm. Thickness 25 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2- Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforsement For R.C.C Work In ( Iv ) Slabs Having More Than 13 Cm And Upto 15 Cm. Thickness 26 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With, Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For R.C.C Work In ( A ) Beams : ( Ii ) Having Cross-Sectional Area More Than 0.08Sq.M And Upto 0.12 Sq.M 27 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With, Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For R.C.C Work In ( A ) Beams : ( Iii ) Having Cross-Sectional Area More Than 0.12Sq.M And Upto 0.18 Sq.M 28 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With, Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For R.C.C Work In ( B ) Columns: ( Ii ) Having Cross-Sectional Area More Than 0.08 Sq.M And Upto 0.18 Sq.M 29 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) And Finishing Smooth With, Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For R.C.C Work In ( B ) Columns: ( Iii ) Having Cross-Sectional Area More Than 0.12Sq.M And Upto 0.18 Sq.M 30 Providing And Laying In Position Ready Mixed M- 150 Grade Concrete For Reinforced Cement Conctere Work , Using Cement Content As Per Approved Design Mix Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash ( Min Cement Level As Per Latest Is 456 Shall Be Maintained ) ( Cement Level 320 Kg ) 31 Providing And Laying In Position Ready Mixed M- 200 Grade Concrete For Reinforced Cement Conctere Work , Using Cement Content As Per Approved Design Mix Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash ( Min Cement Level As Per Latest Is 456 Shall Be Maintained ) ( Cement Level 400 Kg ) 32 Providing And Laying In Position Ready Mixed M- 250 Grade Concrete For Reinforced Cement Conctere Work , Using Cement Content As Per Approved Design Mix Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Up To 10 Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering Shuttering Finishing And Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is:9103 To Accelerate / Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer - In - Charge. Without Fly Ash ( Min Cement Level As Per Latest Is 456 Shall Be Maintained ) ( Cement Level 450 Kg ) 33 Labour For Ready Mix With Trimix Vaccume Dewatering Process Cement Concrete All Grade & Curing Comp. And Finishing Of Cement Concrete Road By Trimix Process Providing Extra Labour Charge For Trimix ( Vaccume Dewatering Service ) Process On Cement Concrete Road Surface By Using Vaccume Dewatering Pump Floter Surface Vibrator Incl. Making Groove Cutting Bituminous Joint Filler 8Mm Thick Rough Finish To Surface As Per Instruction Etc. Comp. 34 Providing And Laying Cement Concrete 1:3:6 ( 1: Cement:3 Course Sand : 6 Crushed Stone Agg 40Mm Nomonal Size ) & Curing Comp. Excluding The Cost Of Formwork In ( A ) Foundation And Plinth 35 Providing And Laying Trimix Vaccume Dewatering Process Cement Concrete M-200 & Curing Comp. And Finishing Of Cement Concrete Road By Trimix Process Providing Extra Labour Charge For Trimix ( Vaccume Dewatering Service ) Process On Cement Concrete Road Surface By Using Vaccume Dewatering Pump Floter Surface Vibrator Incl. Making Groove Cutting Bituminous Joint Filler 8Mm Thick Rough Finish To Surface As Per Instruction Etc. Comp. 36 Providing And Doing Upgradation Of Under Ground Drainage Chamber Including Removing Chamber Cover And Debris From Chamber, Cement Concrete 1:2:4 And Fixing Cover And Frame At Road Level As Directed By Eic ( Circular Chamber ( 600X600 ) 37 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg. / Sq.Cm. In Foundation And Plinth In Cement Mortar 1:6 ( 1- Cement : 6 -Fine Sand ) ( B ) Conventional 38 Extra For Brick Work In Superstructure Above Plinth Level Upto Floor Two Level ( B ) Conventional 39 Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg. / Sq.Cm. In Foundation And Plinth In Cement Mortar 1:6 ( 1- Cement : 6 -Fine Sand ) ( C ) Fly Ash Bricks 40 Extra For Brick Work In Superstructure Above Plinth Level Upto Floor Two Level ( C ) Fly Ash Bricks 41 Extra For Brick Work In Superstructure Above Floor Two Level Item No.2 ( 6.13 ) ( B ) Conventional 42 Extra For Brick Work In Superstructure Above Floor Two Level Item No. 2 ( 6.13 ) ( C ) Fly Ash Bricks 43 ( I ) Half Brick Masonry In Common Brunt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg / Sq.Cm. In Cement Mortar 1:4 ( 1-Cement : 4 -Coarse Sand ) In Foundation And Plinth ( B ) Conventional 44 ( I ) Uncoursed Rubble Masonry With Hard Stone Of Approved Quality In Foundations And Plinth In Cement Mortar 1:6 ( 1-Cement : 6-Coarse Sand Including Levelling Up Etc. Complete 45 Extra Over Item 7.6 For Super Structure Above Plinth Level Upto Floor Two Level 46 Coursed Rubble Masonry With Hard Stone Of Approved Quality In Foundations And Plinth In Cement Mortar 1:6 ( 1-Cement : 6-Coarse Sand ) Etc. Complete. 47 Extra Over Item No. 7.17 For Superstructure Above Plinth Level Upto Floor Two Level 48 Providing Formwork Of Ordinary Timber Planking So As To Give A Rough Finish Including Centering Shuttering Strutting And Propping Etc. Height Of Propping And Centering Below Supporting Floor To Ceiling Not Exceeding 4 M. And Removal Of The Same For In Situ Reinforced Concrete And Plain Concrete Work In. ( C ) Vertical Surface Such As Walls ( Any Thickness ) Partitions And The Like Including Attached Buttresses & String Course & The Like. 49 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1- Cement 2-Coarse Sand : 4- Graded Stone Aggregates 20 Mm Nominal Size ) For R.C.C Lintel Including Finishing Smooth With, Curing Etc. Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement. 50 Providing Wood Work In Frames Of Doors, Windows Cleare Story Windows And Othersimilar Works Wrought, Framede And Fixed In Position. ( A ) Indian Teak Wood 51 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clear Story Windows Including Anodised Alluminium Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood ( Ii ) Fully Glazed. 52 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clear Story Windows Including Anodised Alluminium Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood ( Iii ) Partly Panelled And Partly Glazed. 53 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clearstory Windows Including Blackenamelled M.S. Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood. ( I ) Fully Panelled. 54 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clearstory Windows Including Blackenamelled M.S. Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood. ( Iii ) Partly Panelled And Partly Glazed. 55 Providing And Fixing M.S. Grills Of Required Pattern To Wooden Frames Of Windows Etc. With M.S. Flats At Required Spacings And Frame Alround, Square Or Round Bars With Round Headed Bolts And Nuts Or By Screws ( A ) Plain Grill. 56 ( I ) Providing And Fixing Glazed Louvered Glass Windows And Ventilators With Teak Wood Frame 10Cm. X 7Cm. Size Including 3 Coats Of Oil Painting To Wood Work Etc.Complete. 57 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 10 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( I ) Fully Glazed. 58 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 10 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Iii ) Partly Panelled And Partly Glazed. 59 Steel Work, Riveted In Built Up Sections Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Read Lead Paint. ( A ) In Beams And Joists, Channels Angles Tees, Flats, With Connecting Plates Or Angle Cleats As In Main And Cross Beams. Hip And Jack Rafters, Purlins Conneted To Common Rafters And The Like. 60 Providing And Fixing Extruded Aluminum Window Having Extruded Aluminum Colour Anodized Section Frame Main Outer Size 127Mm X38.10Mm X 1.35Mm ( Of Jindal Section No:2443, @ Wt.1.384 Kg / Mt ) , Horizontal Four Track Member Size 122.20Mm X 31.75Mm X1.10Mm ( Of Jindal Section No:8787, @ Wt. 1.205 Kg / Mt ) , Verticalmember Of Size 122.20Mm X 31.75Mm X 1.50Mm ( Of Jindal Section No:8935, @ Wt. 1.398 Kg / Mt ) With Sliding Shutters Of Horizontal Member Size 40Mm X 18Mm X 1.29Mm ( Of Jindal Section No:8949 @ Wt.Of 0.456Kg / Mt ) , Vertical Member Of Size 40Mm X 18Mm X 1.29Mm ( Of Jindal Section No:8947 @ Wt.Of 0.456Kg / Mt / Section 8948, @ Wt.0.457 Kg / Mt ) With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc Complete For Window. 61 Providing And Fixing Standared Extruded Of Alluminium Section Of Size 63.50 X 38.10 X 1.95 Mm ( Of Jindal Section No:4605, @ Wt 1.094Kg / Rmt With Colour Anodized Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Colour Anodized Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For.Window 62 Providing And Laying 40Mm Thick Marble Chips Flooring Rubbed And Polished ( I.E. Terrazo ) To Granolithic Finish With Under Layer 30Mm Thick Cement Concrete 1:2:4 ( 1-Cement:2-Coarse Sand :4-Graded Stone Aggregate 10 Mm And Down Gauge ) And Top Layer 10Mm Thick With White, Black Or White And Blak Marble Cihps Of Required Sizes From 1Mm To 4Mm Nominal Size Laid In Cement Marble Powder Mix 3:1 ( 3-Cement : 1- Marble Powder By Weight ) In Proportion Of 4:7 ( 4-Cement:7-Marble Chips By Volume ) ( A ) Dark Shade Pigment With Ordinary Cement ( In Top Layer Only ) 63 Providing And Laying 40Mm Thick Marble Chips Flooring Rubbed Andpolished ( I.E. Terrazo ) To Granolithic Finish With Under Layer 30Mmthick Cement Concrete 1:2:4 ( 1-Cement:2-Coarse Sand : 4-Graded Stone Aggregate 10 Mm And Down Gauge ) And Top Layer 10Mm Thick With White, Black Or White And Blak Marble Cihps Of Required Sizes From 1Mm To 4Mm Nominal Size Laid In Cement Marble Powder Mix 3:1 ( 3-Cement : 1- Marble Powder By Weight ) In Proportion Of 4:7 ( 4-Cement:7-Marble Chips By Volume ) ( B ) Light Shade Pigment With White Cement ( In Top Layer Only ) 64 Providing And Laying Marble Chips Skirting ( Terrazo ) Or Dedo Rubbed, And Polished To Granolithic Finish Top Layer 6Mm Thick With White, Black Or White And Black Marble Chips Of Size From Smallest To 4Mm Nominal Size Laid In Cement Marble Powder Mix 3:1 ( 3- Cement :1 Marble Powder By Weight ) In Proportion Of 4:7 ( 4-Cement Marble Powder Mix : 7-Marble Chips By Volume ) 20Mm Thick With Under Layer 14Mm Thick Cement Plaster 1:3 ( 1-Cement : 3-Coarse Sand ) ( A ) Dark Shade Pigment With Ordinary Cement ( In Top Layer Only ) 65 Providing And Laying Marble Chips Skirting ( Terrazo ) Or Dedo Rubbed, And Polished To Granolithic Finish Top Layer 6Mm White, Black Or White And Black Marble Chips Of Size From Smallest To 4Mm Nominalsize Laid In Cement Marble Powder Mix 3:1 ( 3- Cement : 1 Marble Powder By Weight ) In Proportion Of 4:7 ( 4- Cement Marble Powder Mix : 7-Marble Chips By Volume ) 20Mm Thick With Under 14Mm Thick Layer Cement Plaster 1:3 ( 1-Cement : 3-Coarse Sand ) ( B ) Light Shade Pigment With White Cement ( In Top Layer Only ) 66 Providing And Laying Ceramic Tiles 6Mm Thick In Flooring Treads Of Steps And Landing Laid On A Bed Of 12Mm Thick Cement Mortar 1:3 ( 1-Cement : 3-Coarse Sand ) Finishing With Flush Pointing In White Cement. 67 Providing And Laying Ceramic Tiles 6Mm Thick In Flooring Treads Of Steps And Landing Laid On A Bed Of 12Mm Thick Cement Mortar 1:3 ( 1-Cement : 3- Coarse Sand ) Finishing With Flush Pointing In White Cement. 68 Providing And Laying Marbo Grenite Tiles 8 To 10 Mm Thick , 24 X 24 In Flooring Treads Of Steps And Landing Laid On A Bed Of 12Mm Thick Cement Mortar 1:3 ( 1-Cement : 3-Coarse Sand ) Finishing With Flush Pointing In White Cement. 69 Providing And Laying White Glazed Tiles 6Mm Thick In Skrting Risers Of Steps And Dedo On 10Mm Thick Cement Plaster 1:3 ( 1-Cement : 3-Coarse Sand ) And Jointed With White Cement Slurry 70 Providing And Laying 40Mm Thick Marble Chips Flooring Rubbed And Polished ( I.E. Terrazo ) To Granolithic Finish With Under Layer 30Mm Thick Cement Concrete 1:2:4 ( 1-Cement:2-Coarse Sand :4-Graded Stone Aggregate 10 Mm And Down Gauge ) And Top Layer 10Mm Thick With White, Black Or White And Blak Marble Cihps Of Required Sizes From 1Mm To 4Mm Nominal Size Laid In Cement Marble Powder Mix 3:1 ( 3-Cement : 1- Marble Powder By Weight ) In Proportion Of 4:7 ( 4-Cement :7-Marble Chips By Volume ) ( D ) White Cement Without Any Pigment ( In Top Layer Only ) 71 Providing And Laying White Glazed Tiles 6Mm Thick In Skrting Risers Of Steps And Dedo On 10Mm Thick Cement Plaster 1:3 ( 1-Cement : 3-Coarse Sand ) And Jointed With White Cement Slurry 72 Providing And Laying Marbo Grenite Tiles 8 To 10 Mm Thick , In Skrting Risers Of Steps And Dedo On 10Mm Thick Cement Plaster 1:3 ( 1-Cement : 3- Coarse Sand ) And Jointed With White Cement Slurry 73 Providing And Laying Polished Kota Stone Slab Flooring Over 20Mm ( Average ) Thick Base Of Cement Mortar 1:6 ( 1- Cement : 6-Coarse Sand ) Or L.M. 1.1.5 ( 1-Lime Putty :1.5 - Coarse Sand ) Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of Slab Including Rubbing And Polishing Etc. Complete. ( A ) 25Mm Thick 74 Providing And Laying Cement Concrete Flooring 1:2:4 ( 1-Cement : 2-Coarse Sand : 4-Graded Stone Aggregate 20Mm Nominal Size ) Laid In One Layer And Finished With A Floating Coat Of Neat Cement. ( A ) 40Mm Thick. 75 Providing And Laying Cement Concrete Flooring 1:2:4 ( 1-Cement : 2-Coarse Sand : 4-Graded Stone Aggregate 20Mm Nominal Size ) Laid In One Layer And Finished With A Floating Coat Of Neat Cement. ( B ) 50Mm Thick. 76 P & L 24 X 24 Vitrified 8 Mm Thick Tile Flooring Over 20 Mm ( Average ) Base Of Cement Mortar 1:6 ( 1 Cement: 6 Coarse Sand ) On New Surface Or Fixing On Existing Flooring By Adhesive Material Including Dismentaling Of Existing Flooring And Jointed With Color Cement Slurry Including Finised With Flush Pointing & Cleaning The Surface Etc. Complete For Dark Shade 77 Providing And Fixing Pre-Cast Concrete Kerb Stone Of Gray Cement Based Concrete Block 30Cm Length, 30Cm Height And 15Cm Thick Of M250 Grade Concret As Per Approved Design And Including Excavation For Fixing In Proper Line And Level, Filling The Joint With C:M 1:3 ( 1Cement:3Fine Sand ) Etc Complete. 78 Providing And Fixing Pre-Cast Rubber Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M200 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 75Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level Etc Complete. 79 Providing And Fixing Pre-Cast Rubber Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M250 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 75Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level Etc Complete. 80 Providing 15Mm Thick Cement Plaster In Single Coat On Rough ( Similar ) Side Of Single Or Half Brick Walls For Interior Plastering Upto Floor Two Level And Finished Even And Smooth In ( Ii ) Cement Mortar 1:4 ( 1-Cement :4-Sand ) 81 Providing 20Mm Thick Cement Plaster In Single Coat On Single Or Half Brick Walls For Interior Plastering Upto Floor Two Level And Finished Even And Smooth In ( Ii ) Cement Mortar 1:4 ( 1-Cement : 4-Sand ) 82 Extra Over Items 58 To 64 For Finishing With A Floating Coat Of Neat Cement Slurry. ( Upto 10 Ton ) 83 20Mm Thick Sand Faced Cement Plaster On Walls Upto Height 10 Metres Above Ground Level Consisting Of 12Mm Thick Backing Coat Of C.M. 1:3 ( 1-Cement : 3-Sand ) And 8Mm Thick Finishing Coat Of C.M. 1:1 ( 1-Cement : 1-Sand ) Etc. Complete. 84 Providing Cement Vata ( 10Cm. X 10 Cm. Size ) Quarter Round In Cement Mortar 1:1 Including Neat Cement Finishing, Watering Etc. Complete. 85 White Washing With Lime On Wall Surface ( Two Coats ) To Give An Even Shade Including Thoroughly Booming The Surface To Remove All Dirt, Dust; Mortar Drops And Other Foreign Matter. 86 Distempeing ( Two Coats ) With Oil Bound Distemper Of Approved Brand And Manufacture And Of Required Shade On Wall Surfaces To Give An Even Shade, Over And Including A Priming Coat With Distemper Primer Of Approved Brand And Manufacture After Thoroughly Brushing The Surface Free From Mortar Dropping And Other Foreign Matter And Also Including Preparing The Surface Even And Sand Papered Smooth. 87 Distempeing ( Two Coats ) With Oil Bound Washable Distemper Of Approved Brand And Manufacture And Of Required Shade On Wall Surfaces To Give An Even Shade, Over And Including A Priming Coat With Alkali Resistance Primer Of Approved Brand After Thoroughly Brushing The Surface And Other Foreign Matter And Also Including Preparing The Surface Even And Sand Parpered Smooth. 88 Finishing Wall With Water Proofing Cement Paint Of On Wall Surfaces ( Two Coats ) To Give An Approved Brand And Manufacture And Of Required Shape Even Shade After Thoroughly Brushing The Surface To Remove All Dirt And Remains Of Loose Powered Materials. 89 Wall Painting ( Two Coats ) With Plastic Emulsion Paint Of Approvedbrand And Manufacture On Undecorated Wall Surface To Give An Even Shade Including Throughly Brushing The Surface Free From Mortar Droppings And Other Foreign Matter And Sand Papered Smooth. 90 Extra Over Item 57 For Every Subsequent Coat Of Wall Painting With Plastic Emulsion Pain Of Approved Brand. 91 Applying Priming Coat Over New Steel And Other Metel Surface After And Including Preparing The Surface By Throughly Cleaning, Oil, Grease, Dirt And Other Foreign Matter And Scoured With Brushes Fine Steel Wood, Scrapers And Sand Paper With Ready Mixed Priming Paint Brushing Red Lead. 92 Demolition And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) Lime Concrete. 93 Demolition And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) Lime Concrete. 94 Demolition Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) R.C.C. Work 95 Demolition Of Brick Work And Stone Masonry Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) In Lime Mortar. 96 Demolition Of Brick Work And Stone Masonry Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( Ii ) In Cement Mortar. 97 Dismentaling Tiled Of Stone Floors Laid In Mortar Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. 98 Dismentaling Of Sheet Roofing Including Ridges, Hips, Valleys, Gutters Etc. Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) G.I.Sheet Roofing. 99 Dismentaling Of Sheet Roofing Including Ridges, Hips, Valleys, Gutters Etc. Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( Ii ) A.C. Sheet Roofing. 100 Dismentalings Cement Asbestos Hard Board In Ceiling Or Partition Walls, Wooden Trellies Work Including Trellies Work Including Frames, Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. 101 Dismentling Doors, Windows, Ventilators Etc. ( Wood Or Steel ) Shutters Including Chowkhats Architraves, Holdfasts And Other Attachment Etc. Complete And Stacking Them Within All Lead And Lift. ( I ) Not Exceeding 3 Sq.M. In Area. 102 Dismentling C.I. Pipes G.S.W.Pipes Abd A.C. Rain Water Pipes With Fittings And Clamps Including Stacking The Materials With All Lead And Lift ( For Any Dia, Of Pipe ) 103 Dismantling Santtary Fittings Like Wash Basin . W.C. Pan Indian And European Type, Flushing Tank Etc. Including Stacking The Materials With All Lead And Lift. 104 Removing And Scraping Of Old Deteriorated Plaster Of Any Thickness Fromm Wall / R.C.C Member Including Stacking Of Serviceable Material And Disposal Of Unserviceable From Site Of Work With All Lead And Lift 105 Carring Out Plinth Treatment To Post Construction / Existing Structure By Spraying Chemical Solution For Termite Control Treatment Including Labour And Material Consistment With I.S.I Specification. Using Chlordene And Chiorpurfiles 20 Ec. As Per 6131_Paret-Ii Consentration Weight One Percent Is Recommended I.E One Litre 20 Ec Chemical Emulsion With 19 Liter Give 1 % Concrentration Inclusive Of One Litre Chemical Emulsion Appication At The Rate Of 5 Litre Chemical / Sqm Of Surface Is Recommended As Per I.S 106 Providing And Fixing Rajula Stone 75Mm Thick 60Mm X 45Mm Size Including Fixing In Cement Mortar As Directed. 107 Providing Erecting And Fixing Double Coated Syntex Pvc. ( Isi ) Water Tank Of Required Capacity Each With All Necessary Fittings And Connection Etc. Complete On Terrace. 108 Providing And Fixing To Wall Ceiling And Floor 6.0 Kg. F / Cm2 Working Pressure Poluthene Pipes Of The Following Outside Dia. Low Densidy, Complete With Special Falnge Compression Type Fittings, Wall Clipsetc. Including Making Good The Wall Ceiling And Floor. ( B ) 25Mm 109 Providing And Fixing Cast Iron ( Spun ) Nahni Trap Of The Following Nominal Diameter Of Self Cleaning Design With C.I. Screaed Down Or Higned Grating Luding Cost Of Cutting And Making Good The Walls And Floor 100Mm Inlet And 50Mm Outlet. ( C ) 100Mm Dia. 110 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) Size 580Mm ( Earthwork, Bed Concrete, Foot Reste And Trap To Be Measured And Paid For Separately ) ( A ) Vitreous China. ( I ) Long Pattern = White Colour 111 Providing And Fixing Wsh Down Water Closet ( European Type, W.C. Pan ) With Integral P Or S Trap Including Jointing The Trap With Soil Pipe In Cement Mortar 1:1 ( 1-Cement : 1-Fine Sand ) ( Seal And Cover To Be Measured And Paid For Separately ) ( A ) Vitreous China Pattern : ( I ) In White Colour 112 Providing And Fixing In Cement Mortar 1:3 ( 1- Cement : 3-Coarse Sand ) A, Pair Of White Vitreous China 250Mm X 130Mm X 30Mm Footrest To Long Pattern Squatting Pan Water Closet. 113 Providing And Fixing G.I. Inlet Connection For Flush Pipe With W.C. Pan 114 Providing And Fixing Plastic Seat And Cover For Wash Down Water Closer With C.P. Brass Hinges And Rubber Buffers. ( B ) Black Plastic Seal And Cover. 115 Providing And Fixing Washbasin With Single Hole For Pillar Tap With C.I. Or M.S. Brackets Painted White Including Sutting Holes And Making Good The Same But Excluding Fittings. ( A ) Vitreous China: ( Ii ) Flat Back Washbasin 550 Mm X V 400Mm Size. ( I ) In White Colour. 116 Providing And Fixing C.P. Brass Waste For Washbasin Or Sink. ( A ) 32Mmdia. 117 Providing And Fixing M.I. Fisher Union For Washbasin Or Sink. ( A ) 32Mm Dia. 118 Providing And Fixing 600Mm X 450Mm Bevelled Edge Mirrror Of Superior Glass Mounted On 6Mm Thick A.C. Sheet Or Plywood Sheet And Fixing To Wooden Pluge With C.P. Brass Screws And Washers. 119 Providing And Fixing Screw Down Bib Taps Of Following Size. ( A ) Brass Screw Down Bib Tap Polished Bright. ( I ) 15Mm Dia. 120 Providing And Fixing Pillar Tap, Capstan Head, Screw Down High Pressure With Screws, Shanks And Back Nuts. ( I ) 15Mm Dia. 121 Providing And Fixing Brass Screw Down Stop Tap. ( A ) 15Mm Dia. 122 Providing And Fixing Gun Metal Check Or Nonreturn Fullway Wheel Valve. ( A ) 15Mm Dia. 123 Providing And Fixing Gun Metal Check Or Nonreturn Fullway Wheel Valve. ( B ) 20Mm Dia. 124 Providing And Fixing Gun Metal Check Or Nonreturn Fullway Wheel Valve. ( C ) 25Mm Dia. 125 Providing And Fixing Chromium Plated Brass Half Trun Flush Cock Of Approved Quality Including Fixing In Pipe Line Etc. Complete. ( Ii ) 25Mm Dia. 126 Providing And Fixing Urinal Of Approved Quality Including Connection With Trap And With Integral Longitudinal Flush Pipe. ( A ) Squating Plate Pattern White Earthenware 550Mm X 300Mm. 127 Providing And Fixing C.I. Manhole Cover 0.60 M. X 0.45M. Size Having Weight Not Less Than 35Kg. 128 Providing And Fixing G.I. Rain Water Spout Of 50Mm Dia. And 30Cm. Length. 129 Providing And Fixing Concealed Center Point To Wall Ceiling & Floor Cpvc ( Sdr 13.5 ) Pipe Having National Sanitation Foundation ( Nsf ) Seal For Potable Water Of Following Dia. Nominal Bore Tube Fittings And Clamps Including Making Good The Wall, Ceiling And Floor Etc. Complete. [ A ] 15 Mm. 130 Providing And Fixing Concealed Center Point To Wall Ceiling & Floor Cpvc ( Sdr 13.5 ) Pipe Having National Sanitation Foundation ( Nsf ) Seal For Potable Water Of Following Dia. Nominal Bore Tube Fittings And Clamps Including Making Good The Wall, Ceiling And Floor Etc. Complete. [ C ] 25 Mm. 131 Providing Laying And Jointing In True Line And Level 15Mm Dia. U.P.V.C. Pipe ( Sch- 40 ) For Cold Water Including Fittings Make Prince / Supreme / Astral / Finolex Or Equivalent As Approved By Engineer In Charge. Pipe Shall Be Fixed On The Wall With The Help Of Clamp At Every Two Metre C / C Or Shall Be Concelled As Directed Including Necessary Fittings Etc. Including Testing Of Pipe And Joints And Fixing The Same With Adhesive Solvent, Including Cost Of All Materials. 132 Providing Laying And Jointing In True Line And Level 25Mm Dia. U.P.V.C. Pipe ( Sch- 40 ) For Cold Water Including Fittings Make Prince / Supreme / Astral / Finolex Or Equivalent As Approved By Engineer In Charge. Pipe Shall Be Fixed On The Wall With The Help Of Clamp At Every Two Metre C / C Or Shall Be Concelled As Directed Including Necessary Fittings Etc. Including Testing Of Pipe And Joints And Fixing The Same With Adhesive Solvent, Including Cost Of All Materials. 133 Providing And Fixing Pvc Swr Nahni Trap Is 14735 For Drain - 100 Mm Diameter With Jali Of The Following Nominal Diameter Of Self Cleansing Design With C.I Scread Down Or Hinged Grating Including The Cost Of Cutting And Making Good The Walls. 134 Providing And Fixing Pvc Swr Nahni Trap Is 14735 For Drain - 75 Mm Diameter With Jali Of The Following Nominal Diameter Of Self Cleansing Design With C.I Scread Down Or Hinged Grating Including The Cost Of Cutting And Making Good The Walls. 135 Providing And Laying ( To Level Or Slopes ) And Jointing With Stiff Mixture Of Cement Mortar In Proportion 1:1 Selt Glazed Stoneware Pipes Including Testing Of Pipes And Joints Complete. ( A ) 100Mm Dia. 136 Providing And Laying ( To Level Or Slopes ) And Jointing With Stiff Mixture Of Cement Mortar In Proportion 1:1 Selt Glazed Stoneware Pipes Including Testing Of Pipes And Joints Complete. ( B ) 150Mm Dia. 137 Providing And Fixing S.W. Gully Trap With C. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300Mm X 300Mm Size ( Inside ) With Standard Weight. ( I ) Square Mouth Traps. ( B ) 150Mm X 100Mm Size P Or R Type 138 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( B ) 150Mm 139 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( C ) 250Mm 140 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( D ) 300Mm 141 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( E ) 450Mm 142 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( F ) 500Mm 143 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( G ) 600Mm 144 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( H ) 900Mm 145 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( K ) 1000Mm 146 Providing Laying ( To Level Or Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes I.S. Class Np2 Of The Following Internal Diameter With Collars And Butt Ends Prepared For Collar Joints Including Testing Of Joints Complete. ( M ) 1200Mm 147 Constructing Manhole With R.C.C. Top Slab In 1:2:4 Mix ( 1-Cement :2-Coarse Sand : 4-Graded Stone Aggregate 20Mm Nominal Size ) Foundation Concrete 1:3:6 Mix ( 1-Cement : 3- Coarse Sand :6-Brick Bats 40 + 50Mm Size ) Inside Plastering 15Mm Thick With Cement Mortar 1:5 ( 1-Cement : 5-Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 Mix ( 1-Cement :2- Coarse Sand :4-Stone Aggregate 20Mm Nominal Size ) Finished Smooth Complete Including Curing And Festing ( I ) Inside Size 900Mm X 1200Mm And 1.5M. Deep Including C.I. Cover With Frame Size 560Mm Diameter Total Weight Of Cover And Frame To Be Not Less Than 128 Kgs. ( Wt. Of Cover 64 Kg. And Wt. Of Frame 64 Kg. ) ( A ) With 230Mm Thick Walls Of Brick Msonry Using Brick Having Crushing Strength Not Less Than 35Kg. / Sq.Cm. In Cement Mortar 1:5 ( 1-Cement: 5-Coarse Sand ) ( 1 ) A Type Depth 0.90 Metre For 150Mm Diameter Sewer. 148 Constructing Manhole With R.C.C. Top Slab In 1:2:4 Mix ( 1-Cement :2-Coarse Sand : 4-Graded Stone Aggregate 20Mm Nominal Size ) Foundation Concrete 1:3:6 Mix ( 1-Cement : 3- Coarse Sand :6- Brick Bats 40 + 50Mm Size ) Inside Plastering 15Mm Thick With Cement Mortar 1:5 ( 1-Cement : 5-Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 Mix ( 1-Cement :2-Coarse Sand :4- Stone Aggregate 20Mm Nominal Size ) Finished Smooth Complete Including Curing And Festing ( I ) Inside Size 900Mm X 1200Mm And 1.5M. Deep Including C.I. Cover With Frame Size 560Mm Diameter Total Weight Of Cover And Frame To Be Not Less Than 128 Kgs. ( Wt. Of Cover 64 Kg. And Wt. Of Frame 64 Kg. ) ( A ) With 230Mm Thick Walls Of Brick Msonry Using Brick Having Crushing Strength Not Less Than 35Kg. / Sq.Cm. In Cement Mortar 1:5 ( 1-Cement: 5-Coarse Sand ) ( 2 ) B Type Depth 1.50 Metre For 150Mm Diameter Sewer. 149 Constructing Manhole With R.C.C. Top Slab In 1:2:4 Mix ( 1-Cement :2- Coarse Sand : 4-Graded Stone Aggregate 20Mm Nominal Size ) Foundation Concrete 1:3:6 Mix ( 1-Cement : 3- Coarse Sand :6-Brick Bats 40 + 50Mm Size ) Inside Plastering 15Mm Thick With Cement Mortar 1:5 ( 1-Cement : 5-Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 Mix ( 1-Cement :2- Coarse Sand :4-Stone Aggregate 20Mm Nominal Size ) Finished Smooth Complete Including Curing And Festing ( I ) Inside Size 900Mm X 1200Mm And 1.5M. Deep Including C.I. Cover With Frame Size 560Mm Diameter Total Weight Of Cover And Frame To Be Not Less Than 128 Kgs. ( Wt. Of Cover 64 Kg. And Wt. Of Frame 64 Kg. ) ( A ) With 230Mm Thick Walls Of Brick Msonry Using Brick Having Crushing Strength Not Less Than 35Kg. / Sq.Cm. In Cement Mortar 1:5 ( 1-Cement: 5-Coarse Sand ) ( 3 ) C Type Depth 2.25 Metre For 150Mm Diameter Sewer. 150 Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With Briocks Having Croshing Strength Not Less Than 35Kg. Cm2 In C.M. 1:5 C.I. Cover With Frame ( Light Duty ) 455Mmx 610Mm Intenal Dimensions Total Weight Of Cover With Frame To Be Not Less Than 38Kg. ( Wt. Of Cover 23 Kg. ) And Wt. Of Frame 15Kg. ) ( R.C.C. Top Slabe With 1:2:4 Mix ( 1-Cement :2- Coarse Sand :4-Graded Stone Aggregate 20Mm Size ) Foundation Concrete 1:5:10 Inside Plaster 15Mm Thick With Cement Mortar 1:3 Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete. ( I ) Inside Dimensions 455Mmx 610Mm And 450Mm Deep For Single Pipe Line. 151 Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With Briocks Having Croshing Strength Not Less Than 35Kg. Cm2 In C.M. 1:5 C.I. Cover With Frame ( Light Duty ) 455Mmx 610Mm Intenal Dimensions Total Weight Of Cover With Frame To Be Not Less Than 38Kg. ( Wt. Of Cover 23 Kg. ) And Wt. Of Frame 15Kg. ) ( R.C.C. Top Slabe With 1:2:4 Mix ( 1-Cement :2- Coarse Sand :4-Graded Stone Aggregate 20Mm Size ) Foundation Concrete 1:5:10 Inside Plaster 15Mm Thick With Cement Mortar 1:3 Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete. ( Ii ) Inside Dimensions 500Mm X 700 Mm And 450Mm Deep For Pipe Line With One Or Two Inlets. 152 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Road Side Slope As Directed Upto 50Mt.Lead. 153 Preparing Surface By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunney Bags To Remove All Loose Dirt Etc. ( Ii ) Black Top Surface. 154 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressurepipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( 300Mm Dia. 155 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( 450Mm Dia. 156 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( Iii ) 600Mm Dia. 157 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( 800Mm Dia. 158 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( 900Mm Dia. 159 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( 1100Mm Dia. 160 Supplying And Fixing Reinforced Concrete Heavy Duty Non-Pressure Pipes With Collars For Culverts Including Setting And Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I. Class Np2 Of Following Internal Diameters. ( Vii ) 1200Mm Dia. 161 Providing And Filling Rubbles Including Hand Packing And Filling Interstices With Quarry Spalls Behind Abutments And Between Returns Directed. 162 Excavation For Foundation In Sand, Gravel, Clay Soft Soils And Murrum Etc. Including Shoring, Strutting Dewatering As Necessary And Disposing Of The Excavated Stuff As Directed. ( A ) Depth Upto 3.0 M.And Lead Upto 100M For 10 Cum 163 Providing And Filling In Foundation With Ordinary Cement Concrete M-100 Mix And Providing Necessary Vertical Pin Headers Including Formwork, Vibrating, Ramming And Curing Complete. 164 Providing And Casting In Situ Ordinary Cement Concrete M-150 For R.C.C. Raft And Cut-Off Walls Including Necessary Shuttering Laying, Vibrating, Ramming And Curing Complete. 165 Providing And Casting In Situ Ordinary Cement Concrete M-200 For R.C.C. Raft And Cut-Off Walls Including Necessary Shuttering Laying, Vibrating, Ramming And Curing Complete. 166 Extra For Providing Khanki Facing Over Coursed Rubble Stone Masonry For Sub Structure Including Raking Out Joints, Cement Pointing In Cement Mortar 1:1 And Curing Complete. 167 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials ( A ) By Manual Means In Area Of Light Jungle 168 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials ( B ) By Manual In Area Of Thorny Jungle 169 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials ( C ) By Mechanical Means In Area Of Light Jungle 170 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials ( D ) By Mechanical Means In Area Of Thorny Jungle 171 Providing And Laying Compacted W.B.M. 200 Mm. Thick On B.T. Crushed Metal 40Mm. Size Including Spreading Using 25% Sand As Filler In Layer Including Spreading Watering And Consolidation Using Power Roller Etc. Complete. 172 Providing And Laying Wetmix Base Coarse Macadam 200 Mm Thick In Required Layer Using Machine Crush Chips As Per Required Gradation Mixing With Required Optimum Quantity Of Water And Spreading In To Grade & Camber In With Mechanical Paver Consolidation Wit 173 Providing And Laying Asphalt Painting On B.T. Surface With Bitumen Grade 60 / 70 ( Vg-30 ) @ 5.00 Kg / 10 Sqmt By Mechanical Sprayer And Spreading The Fine Sand On Prepared Surface At The Rate Of 0.03 Cum / 10 Sqmt Including Brushing Etc. Complete 174 Providing And Laying Built Up Spray Grout 150 Mm Thick Compacted With Asphalt Vg-30 ( 60 / 70 ) Grade @1.99% By Total Weight Of Premix For Mixing And 4 Kg / 10 Sq.Mt. Of Bitumen Is-8887 ( Rapid Setting ) For Tack Coat And Including B.T. Chips Of Required Morth Gradation Including Cleaning And Heating Asphalt Premix Material By Contractors Drum Mix Plant Machinery In Proper Graduation And Laying With Paver Finisher And Consolidation As Per Morth Specification Including Cost Of All Materials, Asphalt, Fuel, Oil, Lubricants, Aggregate, Labour Charges, Royalty Charges Etc. Complete As Directed. 175 Providing And Laying 50 Mm Thick Compacted Bituminous Macadam Using B.T Chips ( As Per Most Required Duration ) And Mixing Binder Asphalt Of Grade Vg-30 ( 60 / 70 ) At Rate Of 3.40% By Total Weight Of Premix And Using Emulsion Rs- 1 For Tack Coat @ 2.5 Kg / 10Sqmt And Mixing By Contractors Own Drum Mix Plant & Machinery And Laying By Paver Finisher Including Consolidation With Vibratory Roller 8 To 10 Tonne Etc. And Providing And Operating Plant Machinery Fuel , Oil, Lubricant, Cost Of All Materials And Labour Charges Including Flushing Stone Dust And Existing Road Surface Cleaning By Mechanical Means Etc. Complete 176 Providing And Laying 25 Mm Thick Semi Dense Bituminous Concrete Using Crushed Stone B.T. Chips As Per Required Morth Graduation And Using Asphalt Grade Vg-30 ( 60 / 70 ) For Making At 5% By Total Weight Of Mix Using Drum Mix Plant And Using Emulsion Rs-1 As Per Is-8887 For Tack Coat @ 2.5 Kg / 10Sqmt Including Heating The Asphalt And Aggregates By Continuous Drum Mix Plant, Transportation The Mix And Spreading The Same By Paver Finisher And Consolidation As Per Morth Specification Including Fuel, Oil, Lubricants, Labour, Materials & Labour Charges Of Flushing Stone Dust And Existing Road Surface Cleaning By Mechanical Means Etc. Complete. 177 Road Marking With Hot Applied Thermoplast Compound With Reflectorising Glass Beads On Bitumineous Surface And Laying Of Hot Applied Thermostatic Compound 2.5Mm Thick Including Reflectorised Glass Beads @ 250 Grams / Sq.Mt. Area, Thickness Of Surface Applied Glass Beads As Per Irc 35. The Finished Surface To Be Level Uniform And Free Form Streaks And Holes. 178 Supplying And Fixing Cat Eye ( Stimsonite ) Made Out From Acrilo Beautile Sterine Injuction High Compressed Molding With Reflector Made Of Mmc ( Prismatic Type Of Size 12Cm X 6Cm 2.5Cm ) Provided With Bituminous Adhesive 100G. With Each Unit For Fixing. ( High Intensity Grade ) 179 Construction Of Granular Sub Base Naturally Available Material Of ( 26.50 To 9.50 Mm ) Size 35%, ( 9.50 To 2.36 Mm ) Size 25 % And Mix With Sand Or Equivalent Finer Particle At 40 % ( Below 2.36 Mm Size ) So As Provide Well Graded Grade Ii Material, Spreading In Uniform Layers On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Rollers Of 80 To 100 Kn Static Weight To Achieve The Desired Density, Complete As Per Technical Specification Clause 401 For Grading Machined In Table 400.1 ( Cbr 20 Or More ) ( I ) For Grading Ii Material 180 Resetting The Rough Chiselled Dressed Floring Stones On Average 10Cm Thick Sand Bed And Filling The Joints With 1:2 And Curing Etc. Complete Including Labour Charges For Dismentalling, Laying And Required Materials Like Cement, Sand Etc. 181 Labour Charges Of Laying Paver Blocks And 10 Cm Sand Beding And Mechanicaly Completed By Using Vibrator. 182 Supplying Coloring Precast Rcc Benches Laid With Including Carting, Loading, Unloading And All Taxes Etc Complete. ( As Per Drawing, Approve Quality & Instruction Of In-Charged Engineer. ) In Various Area Of Godhra Nagarpalika 183 Providing And Laying Cement Concrete 1:4:8 ( Cement : 4 Course Sand :8 Crushed Stone Agg 40Mm Nomonal Size ) And Curing Complete Excluding Cost Of Form Work In ( A ) Foundation And Plinth 184 Providing And Laying Cement Concrete M-200 And Curing Complete Including Cost Of Form Work And Reinforcement For Reinforced Cement Concrete Work In ( B ) Slab, Landing Shelves, Balconies, Linteles, Beam, Girders And Centiever Up To Floor Two Level ( Do For Bottam Slab ) 185 Providing And Laying Cement Concrete M-200 And Curing Complete Including Cost Of Form Work And Reinforcement For Reinforced Cement Concrete Work In ( B ) Slab, Landing Shelves, Balconies, Linteles, Beam, Girders And Centiever Up To Floor Two Level ( Do For Top Slab ) 186 Providing And Laying Cement Concrete M-200 And Curing Complete Including Cost Of Form Work And Reinforcement For Reinforced Cement Concrete Work In ( K ) Vertical And Horizontial Its Up To Floor Two Level ( Vertical Wall ) 187 Wall:- Providing And Laying Controlled Cement Concrete M-200 And Curing Complete Including The Cost Of Formwork But Excluding The Cost Of Reinforcement For Reinforced Concrete Work In Vertical And Horizontial Its Upto Floor Two Level. 188 Direction Sign ( Junction Board ) :-Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet; Size 244 X 122Cms. Rectangle As As Per The Design Of Irc-67-1977 Pre Treated With Phospheting Process & Acid Etching; Coated With One Coat Of Epoxy Primer And Two Coats Of Best Quality Epoxy Paint; Reflectorised With Retro Refiective Sheeting As Per Latest M.O.S.T. Specifications; Letters And Numerals Should Be As Per Irc-30-1968, 3.1M Long ( 2 Nos ) Stand Post And Frame Fabricated From Suitable Size Iron Angle Of 50 X 50 X 5Mm 75X75x6mm As Required; Painted With Best Quality Epoxy Coatings In Black And White Bends. The Details Of Symbol Or Inscription / Numerals For Each Board Shall Be As Per The Instruction Of Engineer In Charge. The Fixing At Site Shall Be In 1:2:4 Cc Block Of Size 45 X 45 X 60Cms. For Each Leg. Including Excavation Curing Etc. Complete Under The Supervision Of Engineer In Charge. ( A ) Engineer Grade 189 Village Name / Bump Ahed Sign :-Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet; Size 90 X 60Cms. Rectangle As As Per The Design Of Irc-67-1977 Pre Treated With Phospheting Process & Acid Etching; Coated With One Coat Of Epoxy Primer And Two Coats Of Best Quality Epoxy Paint; Reflectorised With Retro Refiective Sheeting As Per Latest M.O.S.T. Specifications; Letters And Numerals Should Be As Per Irc-30-1968, 3.1M Long ( 2 Nos ) Stand Post And Frame Fabricated From Suitable Size Iron Angle Of 50 X 50 X 5Mm Painted With Best Quality Epoxy Coatings In Black And White Bends. The Details Of Symbol Or Inscription / Numerals For Each Board Shall Be As Per The Instruction Of Engineer In Charge. The Fixing At Site Shall Be In 1:2:4 Cc Block Of Size 45 X 45 X 60Cms. For Each Leg. Including Excavation Curing Etc. Complete Under The Supervision Of Engineer In Charge. ( A ) Engineer Grade 190 Cautionary Warning Sign :-Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet; Size 90 X 90 X 90 Cms. Equilateral Triangle As Per Design Of Irc-67-1977. Pre Treated With Phospheting Process & Acid Etching; Coated With One Coat Of Epoxy Primer And Two Coats Of Best Quality Epoxy Paint ;Reflectorised With Retro Refiectivesheeting As Per Latest M.O.S.T.Specifications; 3.1M Long Stand Postand Frame Fabricated From Suitable Sizeiron Angle Of 35 X 35 X 3Mm, 75 X 75 X 6Mm As Required; Painted With Bestquality Epoxy Coatings In Black Andwhite Bends. The Details Of Symbol Foreach Board Shall Be As Per Theinstruction Of Engineer In Charge. The Fixing At Site Shall Be In 1:2:4 Cc Blockof Size 45 X 45 X 60 Cms. For Each Leg.Including Excavation, Curing Etc.Complete Under The Supervision Of Engineer In Charge. ( A ) Engineer Grade 191 Informatory Signs :-Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet; Size 80 X 60Cms. Rectangle As Per The Design Of Irc- 67-1977 Pre Treated With Phospheting Process & Acid Teching; Coated With One Coat Of Epoxyprimer And Two Coats Of Best Qualityepoxy Paint; Reflectorised With Retro Refiective Sheeting As Per Latest M.O.S.T. Specifications; 3.1M Long Stand Postand Frame Fabricated From Suitable Sizeiron Angle Of 35 X 35 X 3Mm75x75x6mm As Required; Painted With Best Qualityepoxy Coatings In Black And Whitebends. The Details Of Symbol For Eachboard Shall Details Of Symbol For Eachboard Shall Be As Per The Instruction Ofengineer In Charge. The Fixing At Site Shall Be In 1:2:4 Cc Block Of Size 45 X45 X 60Cms. For Each Leg. Including Excavation Curing Tec. Complete Under The Supervision Of Engineer In Charge. ( A ) Engineer Grade 192 Hazard Mark Signs :Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet; Size 90 X 30Cms. Rectangle As As Per The Design / Drawing Attached ( Irc ) Pretreated With Phospheting Process & Acid Etching; Coated With One Coat Of Epoxy Primer And Two Coats Of Best Quality Epoxy Paint; Reflectorised With Retro Refiective Sheeting As Per Latest M.O.S.T. Specifications; 3.1M Long Stand Post And Frame Fabricated From Suitable Size Iron Angle Of 35 X 35 X 3Mm & 50 X 50 X 5Mm Painted With Best Quality Epoxy Coatings The Fixing At Site Shall Be In 1:2:4 Cc Block Of Size 45X45x 60Cms. For Each Leg. Including Excavation Curing Etc. Complete Under The Supervision Of Engineer In Charge. ( A ) Engineer Grade Input Material 1 Cement 2 T.M. T Bars Fe - 415 3 Water Proofing Materials 4 White Cement 5 Marble Powder 6 Fiber Insulation Board ( I ) 12 Mm Thick ( Ii ) 18 Mm Thick ( Iii ) 25 Mm Thick 7 Playwood Sheet 9 Mm Thick 8 Playwood Sheet 6 Mm Thick 9 Distemper Primer 10 Dry Distemper 11 Oil Bound Distemper 12 Water Proofing Cement 13 Plastic Emulation Paint 14 Enamel Paint 15 Bituminuous Paint 16 Enamel Primer 17 Sprit 18 Bees Wax 19 Linseed Oil 20 Turpentine Oil 21 White Paint 22 Ready Mixed Red Lead Paint 23 Urinal ( I ) Flat Back ( Ii ) Squatting Type 24 White Vitreous China Wc Squatting Pan ( Indian Type 580 Mm Size ) 25 White Vitreous China Wc Washdown Wc ( European ) 26 White Vitreous China Footrest For Wc 27 White Vitreous 100 Mm P Or S Trap 28 12.5 Liter Level White Vitreous Flushing Cistern With Cp Brass Handlw Etc. 29 12.5 Liter High Level Ci Flushing Cistern With Fittings. 30 Black Plastic Seat With Cover With Cp Brass Hinges And Rubber Buffer White Vitreous China. 31 Flat Back Wash Basin 550 Mm X 400 Mm 32 White Vitreous China Sink 600 Mm X 450 Mm X 150 Mm 32 S.W. Gulley Trap 150 Mm X 100 Mm Size 32 Ci Cover I ) 300 Mm X 300 Mm Ii ) 455 Mm. X 610 Mm Iii ) 500 Mm X 700 Mm Iv ) 600 Mm X 850 Mm 33 Ci Cover For Manholes 34 Soft Brushes 35 Thickwire Brushes 36 Ordinary Km Stone ( For Odr And Vr 37 Ordinary Km Precast R.C.C. Stone ( For Odr And Vr ) 38 Ordinary Km Stone ( For Nh, Sh & Mdr ) 39 Ordinary Km Precast R.C.C. Stone ( For Nh, Sh & Mdr ) 40 5Th Km Stone As Irc Type Design 41 5Th Km Precast R.C.C. Stone As Irc Type Design 42 Indicator Stone As Per Type Design 43 Indicator Stone As Per Rcc Type Design 44 Ms Road Sign Board I ) Non Reflective Type Ii ) Reflective Type Ms Village Name Board Or Junction Board Marble Year Plate 20 Cm X 15 Cm X 2.50 Cm Marble Number Plate 45 Is Class Np-2 Rcc Heavy Duty Non-Pressure Pipe I ) 300 Mm Ii ) 450 Mm Iii ) 600 Mm Iv ) 750 Mm V ) 900 Mm Vii ) 1200 Mm 46 Is Class Np-3 Rcc Heavy Duty Non Pressure Pipe As Per Indian Railway Standard Specifications I ) 300 Mm Ii ) 450 Mm Iii ) 600 Mm V ) 900 Mm Vii ) 1200 Mm Viii ) 1400 Mm Ix ) 1600 Mm Xi ) 1800Mm 47 Pvc Pipe 10 Kg / Sqcm I ) 20 Mm Dia Ii ) 25 Mm Dia Iii ) 32 Mm Dia Iv ) 40Mm V ) 50 Mm Dia Vi ) 75Mm Dia Vii ) 110Mmdia 48 Pvc Pipe 6 Kg / Sqcm I ) 20 Mm Dia Ii ) 25 Mm Dia Iii ) 32 Mm Dia Iv ) 40 Mm Dia V ) 50 Mm Dia Vi ) 75 Mm Dia Vii ) 110 Mm Dia 49 Welding Charges 50 Rajula Stone ( Size To Be Measured ) 51 Fine Sand 52 Coarse Sand 53 Hand Broken Aggregate ( I ) 90Mm To 25 Mm Size ( Ii ) 63 Mm To 40 Mm Size 54 Crushed Stone Aggregate 20Mm. Size Crushed Stone Aggregate 40Mm. Size Crushed Stone Aggregate 10Mm. Size Crushed Stone Aggregate 10Mm.To20mm Size ( A ) Crushed Stone Aggregate 6Mm.To10mm Size ( B ) Crushed Stone Aggregate 40Mm. To 63Mm Size 55 Brick Aggregates 40 Mm Size 56 Brick Aggregates 20 Mm Size 57 Burnt Clay Bricks. ( I ) Conventional ( Iii ) Modular 58 Rubble 59 Rubble Heavy ( Weight Not Less Than 40 Kgs. ) 60 Murrum / Brinders Material 61 Bricks Aggregate 20Mm Size 62 Bricks Aggregate 40Mm Size 63 Screened Rounded Gravel 10Mm. 64 Screened Rounded Gravel 20Mm. 65 Unscreened Gravel 66 Hard Murrum 67 Stone Dust 68 Quarry Spall 69 White Bela Stone 70 Granite Slab ( 18Mm Thick ) One Side Polished 71 Ceramic Vetified Flooring Tiles Input Labour 1 Mazdoor ( Male ) 2 Mazdoor ( Female ) 3 Bhisti 4 Mate 5 Excavator 6 Breaker 7 Hole Driller 8 Chowkidar 9 Mason ( 1St Class ) 10 Mason ( 2Nd Class ) 11 Bandhani 12 Carpenter ( 1St Class ) 13 Carpenter ( 2Nd Class ) 14 Mistry 15 Blacksmith ( 1St Class ) 16 Blacksmith ( 2Nd Class ) 17 Welder 18 Fitter 19 Glazier 20 Painter 21 White Washer 22 Polisher 23 Plumber 24 Plumber ( Fitter ) Asstt. 25 Spraymen 26 Hand Craft With Mazdoor 27 Crane Man With Helper 28 Extra Labour For Sinking And Chiselling 29 Superviser For Machinery 30 Winch Operator 31 Compressor Operator
