Construction Of Storm Water Drain In Manali Refinery Of Cpcl Construction Of Storm Water Drain In Manali Refinery Of Cpcl , Cutting & Clearing The Areaof Grass,Rank,Vegetation,Wild Growth Bushes,Trees And Plants Upto 30Cm Girth Measured At A Height 1.0M Above Ground Leveletc, Including Removal Of Rubbish, Grass, Plants, Bushes, By Cutting It, Removing Completely As Per Directions Of Engineer-In Charge And Collecting All Cut Grass, Vegetation Etc And Disposing It Atdesignated Place Within A Lead Of 100M, With All Tools, Labour Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. , Earthwork In Excavationinall Types Of Soil ,Includingsoft Or Hard Murrum, But Excluding Soft And Hard Rock, Using Mechanical Means(Hydraulic Excavators) / Manually For Depth Upto 1.5M,Including Removal Of Vegetation, Shrubs And Debris, Cutting And Dressing Of Sides In Slopes, Levelling, Grading And Ramming Of Bottoms, Dewatering Of Accumulated/Sub-Soil Water From Any Source And Keeping The Surface Dry For Subsequent Works And Disposal Or Stacking Of Excavated Material Within A Lead Of 100M, As Directed Including Providing Temporary Supports To Existing Service Lines Like Water Pipes,Sewage Pipes, Electricunderground Cables, Etc.All Complete As Per The Specifications And Directions Of Engineer-In-Charge. , Sameassl. No. 20 Abovebutfor Depths Beyond 1.5M Upto 3.0M. , Transporting & Disposing The Surplus Earth & Debris Including Shrubs And Vegetations From Construction Area (Beyond The Initial Lead Of 100M) To The Designated Area Outside The Refinery Premises Up To A Lead Of 7Km (Vaikkadu Village) Including Re-Excavating The Deposited Soil Excavated Earlier, Transportation, Loading, Unloading, Laying At All Depths & Heights, Stacking, Levelling And Dressing Both Areas (Viz., From Where The Earth Is Transported And Where It Is Deposited) To Required Levels And Slopes Complete With All Lifts As Directedby Engineer In Charge.( Note: If Measured By Stacks 30%Voids Will Be Deducted.) , Backfilling After Execution Of The Work Toproper Grade And Level With Selected Materials From Available Excavated Soil Fromsoil Heaps Within A Lead Of 100M,Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying At All Depths And Heights In Layers Of Thickness Not Exceeding 150 Mm,Watering, Rolling And Ramming By Manual Methods/Mechanical Compactors , Dressing, Trimming Etc. In Foundations, Plinths,Pits Etc.All Complete As Per Directions Of Engineer-In-Charge. , Supplying And Filling Approved M Sand Of Specified Quality Under Floors, Plinths, Foundations Etc. For All Depthsincluding The Cost Of Sand, Labour Charges,Tools And Tackles,Royalties, Transportation To Site For All Leads And Lifts, Including Loading, Unloading, Spreading In Layer Not Exceeding 150 Mm, Watering, Ramming, Compacting With Mechanical Compactors And/ Or Other Equipment To Specified Levelall Complete As Perspecifications And Directions Of Engineer-In-Charge. , Providing And Laying Plain Cement Concrete (Pcc)1:4:8 By Volume(1Cement : 4 M Sand:8 Coarse Aggregate) With Opc 53 Grade And 40Mm & Down Size Graded Crushed Stone Aggregates For All Depths Wherever Required Like In Foundations, Fillings ,Floors,Pavements & Ramps Or Any Other Works Etc., Including Shuttering, Tamping, Ramming, Vibrating, Curing, Etc. All As Specified In Any Shape, Position, Thickness And Finishing The Top Surface Rough Or Smooth As Specified And Directed All Complete Including Cement Cost Etc, All Complete As Directed By Engineer-In-Charge. , Providing, Mixing And Laying In Position Rcc 1:1.5:3 With 20Mm And Down Graded Coarse Aggregates As Per Is 456:2000 With A Minimum Cement Content Of 400Kg/Cu.M.Using 53 Grade Ordinary Portland Cement In Sub-Structure For All Depths Upto Ffl Level Including Cost Of Admixtures If Used, Labour Charges, Tools And Tackles, Providing Pockets, Openings, Recesses, Chamfering Etc., Wherever Required, Vibrating, Tamping, Curing And Rendering If Required To Give A Smooth & Even Surface And Providing Neat Cement Wash Etc.,(Excluding The Cost Ofreinforcement And Shuttering), Etc. All Complete As Specified And Directed By Engineer-In-Charge. , Providing,Fixing Formwork Including Centering, Shuttering ,Strutting And Propping In Sub Structure At All Depths Wherever Required Including Removal Of The Shuttering After The Specified Period Is Over And As Directed By The Engineer- In- Charge Complete With All Materials, Labour, Consumables Etc.(Form Work Shall Be Supplied By The Contractor And Shall Remain The Property Of The Contractor) , Providing, Hoisting And Fixing In Position Rcc Precast Elementswithreinforced Cement Concrete Grade 1:1.5:3 (1 Cement:1.5 M Sand: 3 Graded Stone Aggregate Withopc 53 Grade,Minimum Cement Content Of 400Kg/Cu.M And 20Mm & Down Size Graded Crushed Stone Aggregates)For All Leads, Levels, Shapes And Thickness Including All Moulds, Shuttering And Centering, Vibrating, Tamping, Curing, Chamfering, Providing Lifting Hooks,Levelling, Aligning And Fixing/Laying In Position Using Crane, Breaking Brickwork And /Or Concrete Surfaces And Making Good The Same Etc. All Complete (Excluding Cost Of Reinforcement) And As Directed By Engineer-In-Charge. All Material Including Cementto Be Supplied By The Contractor. , Supplying, Fabricating And Placing In Position High Strength Deformed Steel Bar Reinforcement(Conforming To Is 1786, Grade Fe500) For Rcc Work, Straightening, Cleaning, Decoiling, Cutting, Bending To Required Shapes And Lengths As Per Details, Binding With Contractors Own 16 Standard Wire Gauge(Swg) Black Soft Annealed Binding Wire At Every Intersection, Supplying And Placing With Proper Cover Blocks, Supports, Overlaps, Welding Spacers, Lifting Hooks Etc For All Heights & Depths Etc. Removing Of Scraps From Site, All Complete As Directed By Engineer-In-Charge. , Providing And Laying Reinforced Np3 Class (Medium Duty) Rcc Hume Pipe Of 300Mm Dia. With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2(1Cement: 2M Sand)For Road Crossing Etc.Including Cutting, Lowering, Laying In Position, With Proper Level, Slope , Testing Of Joints Etc. As Per Specifications And Directed By Engineer -In-Charge. , Demolishing Pcc Work (Taking All Necessary Safety Precautions)Manually / By Mechanical Means For All Depths And Heights Belowand Above Plinth Level Including Supply Of All Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning And Disposal Of Unserviceable Materialatdesignated Place Upto 7 Km Lead Outside The Refinery Premises (Vaikkadu Village) As Per Specification And Directions Of Engineer-In-Charge. , Demolishing Rcc Work (Taking All Necessary Safety Precautions)Manually / By Mechanical Means For All Depth And Height Belowand Above Plinth Level Including Supply Of All Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning Anddisposal Of Unserviceable Materialatdesignated Place Upto 7 Km Lead Outside The Refinery Premises (Vaikkadu Village) As Per Specification And Directions Of Engineer-In-Charge. , Supply Of Unskilledlabourto Carry Out Petty Works Not Assessable For Measurements/Minor Repair Works, On Day-To-Day Basis. The Rates Shall Include Esi, Pf, Payroll Cost And Allowances, Fringe Benefits, Overhead Supervision, Profits Andhand Tools. => Limited
