Emergency Work For Removing Of Rain Water On D.S.C. Road At Haldoni Morh In Greater ( Construction Of Precast R.C.C. Drain From Haldoni Morh To Hindon River ) Emergency Work For Removing Of Rain Water On D.S.C. Road At Haldoni Morh In Greater Noida ( Construction Of Precast R.C.C. Drain From Haldoni Morh To Hindon River ) , Part-A: Precast Drain Work: , Dismantling Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. , Bituminous Road ( Dsr-13 / 15.43.2 / P-251 ) , Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. , Nominal Concrete 1:3:6 Or Richer Mix ( Including Equivalent Design Mix ) . ( Dsr-13 / 15.2.1 / P-248 ) , Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. ( Dsr-13 / 15.3 / P-248 ) , Earth Work In Excavation In Ordinary Soil In All Type Of Foundation Trenches Including Dressing Of The Side And Ramming Of Bottom. Lifts Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. All Kinds Of Soil. ( Morth / A.R. / Gnida ) , Depth From 0.0 To 1.5 M Below G.L. , Depth From 1.5 To 3.0 M Below G.L. , Erection & Installation Of Precast / Prestressed Concrete Elements In Correct & Final Position With Proper Line Level And Plumb At Site Making All Arrangements ( I.E Cranes, Push-Pull Jacks & All Another T & P For Lifting Placing & Alignment Of Elements, Within Erection Tolerance As Per Is 15916 As Per Approved Shop Drawings And All Complete As Per The Direction Of Engineer-In-Charge But Excluding The Cost Of Sim Pads, Non Shrink Grout And Steel Works I.E Hangers. All Work Up To Fifth Floor. , Prestressed Hollow Core Slab Up To 200 Mm Thickness ( Ar / Dsr-2018 / 26.77.1 / P-443 ) , Solid Concrete Wall Elements ( Ar / Dsr-2018 / 26.77.3 / P-443 ) , Providing & Laying Of Levelling Sim Pads Required Sizes ( 5X5cm To 10X10cm ) Of Pvc / Rubber To Adjust Level Of Bearing Surface Of Supporting Members As Per The Direction Of Engineer In Charge. , 5 Mm Thick ( Ar / Dsr-2018 / 26.79.2 / P-443 ) , 10 Mm Thick ( Ar / Dsr-2018 / 26.79.3 / P-443 ) , Providing & Grouting Of Dowel Tubes / Shear Keys / Joints Of Precast Members With M-60 Grade Cementitious Grout ( Non Shrink ) Of Approved Make By Suitable Means ( Free Flowing / Pump ) , Curing Etc. Complete As Per Directions Of Engineer-Incharge. ( The Payment Shall Be Made On The Basis Of Actual Weight Of Approved Grout Injected. ) , Stirrer Mixed Cementitious Grout ( Non Shrink ) Of Approved Make In Dowel Tubes / Shear Keys / Joints Of Precast Members. ( Ar / Dsr-2018 / 26.80.1 / P-443 ) , Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. , Thermo-Mechanically Treated Bars / Cold Twisted Bars. ( Dsr-13 / 5.22.6 / P-99 ) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level: ( Cast-In-Situ ) , 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) . ( Dsr-13 / 4.1.3 / P-85 ) , Fabrication & Manufacturing Of Prestressed Hollow Core Slab ( Hollow Area 25 To 30% ) Of Different Thickness & Modular Width 1200 Mm In Controlled Factory Environment With Approved Methodology Informing To Is 10297- 1982 Conforming To Is : 10297- 1982 By Using Long Line Casting Method Having Arrangement Of Proper Steel Bed. , Concreting Should Be Done By Batch Mixing Plant Capable Of Producing Zero Slump Concrete, Transported Through Automatic Shuttels Of Standard Make & Layed On Bed With The Help Of Extruder / Slipformer, Finishing, Curing And Also Provision Of Steam Curing. Cutting, Making Necessary Cutout / Holes Of Required Sizes For Services In Slab Element After Achieving Required Strength, Yard Handling & Stacking All Complete As Per Approved Shop Drawings & Design Mix As Per The Direction Of The Engineer-In-Charge. ( Cost Of Strands Should Be Paid Separately ) . , Note : Excess / Less Cement Over The Specified Cement Content Used As Per Design Mix Is Payable / Recoverable Separately. , 200 Mm Thick Hollow Core Slab ( Ar / Dsr-2018 / 26.73.1.4 / P-441 ) , Extra For Using M-50 ( Cement Content 425 Kg ) Instead Of M-40 , 200 Mm Thick Hollow Core Slab ( Ar / Dsr-2018 / 26.73.2.4 / P-441 ) , Fabrication And Manufacturing Of Solid Precast Concrete Element With Provisions Of Shear Keys, Connecting Loops, Dowel Tubes And Proper Lifting Accessories For Walls, Beams, Slabs, Stairs, Column Etc, Of Various Thickness, Shape And Size Of Different Concrete Grades Manufactured In Controlled Factory Environment With Approved Methodology Including Moulds ( Pallet System, Tilts Form, Table Moulds, Battery Moulds, Vertical Moulds, Beam Moulds, Column Moulds, Staircase Moulds, , Facade Mould, Etc. ) , Mixing, Transporting And Placing Of Concrete, Vibrating, Curing, Finishing, Making Necessary Cutout / Holes Of Required Sizes For Services, Yard Handling & Stacking All Complete As Per Is 11447:1985 And As Per Approved Shop Drawings And Design Mix As Per The Direction Of Engineer-In- Charge ( Cost Of Reinforcement, Mechanical, Electrical And Plumbing Inserts Will Be Paid Separately ) . , Concrete Grade M-35 ( Cement Content 370 Kgs ) ( Ar / Dsr-2018 / 26.74.1 / P-442 ) , Extra For Using M-50 ( Cement Content 425 Kg ) Instead Of M-35 ( Ar / Dsr-2018 / 26.74.3 / P-442 ) , Providing & Laying In Position Prestressing Steel Strands ( Low Relaxation ) On Hollow Core Bed By Using Mechanical Pulling Arrangement Like Rabbit / Bed Master Including All Accessories For Stressing & Destressing Operations As Per Approved Make Conforming To Is1343 & Grade Fy-1860 Etc, Complete As Per Drawings And Direction Of Engineer -In Charge. ( Ar / Dsr-2018 / 26.75 / P-442 ) , Transportation Of Precast Elements By Flat Bed Trailor ( Double / Triple Axle 40Ft Length With Proper Accessories Like A Frame Etc ) From Factory, Including The Cost Of Loading , Unloading & Stacking At Site With The Help Of Required Capacity Cranes. , Lead Within 15Km ( Ar / Dsr-2018 / 26.76.1 / P-442 ) , Add / Deduct Over Item 26.76.1 For Every Additional Lead Of 5 Km ( Ar / Dsr-2018 / 26.76.2 / P-442 ) , Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50M And Lift Upto 1.5M. ( Ar / Gnida ) , Carriage / Disposal Of Earth / Material By Mechanical Transport Including Loading, Unloading And Stacking. ( Ar / Gnida ) . Earth: , Lead Upto 2.0 Km. , Part-B: Sewer Work , Providing And Laying In Position Cement Concrete 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size ) In Concrete Cradle Under Np-2 Pipe Of Following Diameter Including Centring Shuttering But Excluding Excavation. ( Ar / Gnida ) , 350Mm Dia Np-2 Concrete Cradle , Supply Of Isi Marked Rcc S&S Np-2 Pipes Of Following Size Including Carting, Loading, Unloading At Godown Including All Taxes And Levies & Rubber Rings. ( Ar / Gnida ) , 350 Mm Dia Np-2 Pipe , Laying Of Np-2 Rcc S&S Pipes Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Coarse Sand ) Including Testing Of Joints Etc. Complete. ( Ar / Gnida ) , 350 Mm Dia Np-2 Pipe , Constructing Brick Masonry Circular Type Manhole 1.22M Internal Dia At Bottom And 0.56M Dia At Top In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Inside Cement Plaster 12Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement Foundation Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40Mm Nominal Size ) , And Making Necessary Channel In Cement Concrete In 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement, All Complete As Per Standard Design: , 1.68M Deep With Sfrc Cover And Frame ( Heavy Duty, Hd-20 Grade Designation ) 560Mm Internal Dia Meter Conforming To Is 12592, Total Weight Of Cover And Frame Not Less Than 182 Kg., Fixed In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Including Centring, Shuttering All Complete. ( Excavation, Foot Rests And 12Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately ) : , With Bricks Of Class Designation-150 ( Dsr-13 / 19.11.1.1 / P-352-353 ) , Extra Depth For Circular Type Manhole 1.22M Internal Dia ( At Bottom ) Beyond 1.68M To 2.29M: With Bricks Of Class Designation-150 ( Dsr-13 / 19.12.1 / P-353 ) , Part-C: Road Repair Work , Earth Work In Excavation In Ordinary Soil In All Type Of Foundation Trenches Including Dressing Of The Side And Ramming Of Bottom. Lifts Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. All Kinds Of Soil. ( Morth / A.R. / Gnida ) , Depth From 0.0 To 1.5 M Below G.L. , Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earth Lead Upto 50 Metres. ( Dsr-13 / 16.1 / P-262 ) , Dry Brick On Edge Flooring In Required Pattern With Bricks Of Class Designation 150 On A Bed Of 12Mm Mud Mortar, Including Filling Joints With Jamuna Sand, With M-150 Bricks. ( Dsr-13 / 11.2 / P-186 ) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level: ( Cast-In-Situ ) , 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size ) . ( Dsr-13 / 4.1.8 / P-85 ) , Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: , Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. ( Dsr-13 / 5.9.1 / P-97 ) , Providing And Laying Design Mix Cement Concrete Of M-30 Grade, In Roads / Taxi Tracks / Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40Mm Nominal Size In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve / Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope / Camber, Finishing Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sections, Curing, Making Provision For Contraction / Expansion, Construction & , Longitudinal Joints ( 10Mm Wide X 50Mm Deep ) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In-Charge ( Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve / Tie Bars To Be Paid Separately ) . Note: Cement Content Considered In M-30 Is @ 340Kg / Cum Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately. , Cement Concrete Prepared With Batch Mixing Machine. ( Dsr-13 / 16.43.1 / P-268-269 ) , Providing And Laying In Position Bitumen Hot Sealing Compound For Expansion Joints Etc. Using Grade ‘A’ Sealing Compound. ( Dsr-13 / 16.46.1 / P-269 ) , Part-D: Rcc Drain Work And Other Work , Earth Work In Excavation In Ordinary Soil In All Type Of Foundation Trenches Including Dressing Of The Side And Ramming Of Bottom. Lifts Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. All Kinds Of Soil. ( Morth / A.R. / Gnida ) , Depth From 0.0 To 1.5 M Below G.L. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level: ( Cast-In-Situ ) , 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40Mm Nominal Size ) . ( Dsr-13 / 4.1.8 / P-85 ) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement - All Work Upto Plinth Level: ( Cast-In-Situ ) , 1:1½:3 ( 1 Cement : 1½Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . ( Dsr-13 / 5.1.2 / P-96 ) , Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: , Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. ( Dsr-13 / 5.9.1 / P-97 ) , Wall ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. ( Dsr-13 / 5.9.2 / P-97 ) , Suspended Floors, Roofs, Landings, Balconies And Access Platform. ( Dsr-13 / 5.9.3 / P-97 ) , Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. , Thermo-Mechanically Treated Bars / Cold Twisted Bars. ( Dsr-13 / 5.22.6 / P-99 ) , Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50M And Lift Upto 1.5M. ( Ar / Gnida ) , Carriage / Disposal Of Earth / Material By Mechanical Transport Including Loading, Unloading And Stacking. ( Ar / Gnida ) . Earth: , Lead Upto 2.0 Km. , Supply And Installation Of Required Size Steel Pipe 10Mm Thick Conforming To Is: 3589 Through Trenchless Excavation Of Thrust Pit And Receiving Pit Of Required Size And The Excavation & Filling Back & Compaction Complete As Per Specification For Road Crossing By Auger Boring Method. Pipe Will Be Installed At Depth Beyond 3M Below The Ground Surface In Downward Required Slope. , 600 Mm Dia M.S. Pipe , 1000 Mm Dia M.S. Pipe , Providing & Fixing Of M.S. Pipe Specials Fabricated From M.S. Sheet Heavy Class As Per Direction Of Engineer-In-Charge As Per Site Requirement. ( Ar / Gnida ) , Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. , In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works ( Dsr-13 / 10.25.2 / P-180 ) , Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ( Dsr-13 / 10.28 / P-180 ) , Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work At Site, Spreading Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 For Grade-1 Material. ( Morth / ( Ar / Gnida ) , Wet Mix Macadam: Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller 8 To 10 Tonne Capacity To Achieve The Desired Density As Per Technical Specification Clause 406 Of Morth / ( Ar / Gnida ) , Providing And Applying Tack Coat On The Prepared Surface, Heating Bitumen In Boiler And Spraying The Bitumen Of 80 / 100 With Spray Set Fitted On Bitumen Boiler Including Cleaning, Preparing The Existing Road Surface As Per Specifications. ( Morth-502 / Ar / Gnida ) , On Granular Base Such As Wbmand Wmm Surface With 7.5Kg Of Bitumen For 10 Sqm , Providing And Laying Semi-Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Crmb-55 @ 5.0 Per Cent Of Mix And Filler Transporting The Hot Mix To Work Site, Laying With Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level, And Alignment Rolling With Smooth, Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause 508 Complete In All Respects. ( Morth / 508 ) ( A.R. / Gnida ) , 25Mm Compacted Thickness With Bitumen Penetration Of Crmb-55 @ 5% By Weight Of Total Mix. , Add Labour Cess @ 1% On All Above Items
