Civil Works For Concrete Pavement At 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 Upto 7 Km Lead Outside The Refinery Premises ( Vaikkadu Village ) With All Tools, Labour Etc. Complete As Per Specfications 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. , 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 Pavement Works Etc.All Complete As Per Directions Of Engineer-In-Charge. , 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. ) , Providing And Laying To Required Camber Granular Base Wet Mix Macadam , Comprising Of Coarse Aggregate 53 Mm & Down Size As Per Specification Including Preparation Of Mix In Approved Mixing Plant With Controlled Addition Of Water , Spreading With Paver Finisher Or Motor Grader & Rolling With 10 Mt Roller ( Vibro Roller ) In Layer Of Compacted Thickness 150Mm As Directed By 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 Floors, Pavements 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 Of Grade M30 With 20Mm And Down Graded Coarse Aggregates & M-Sand As Per Is 456:2000 Using 53 Grade Ordinary Portland Cement In Sub-Structure Of All Types E.G.Pavement Worksincluding 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 And Upto Finished Grade Level For Pavements, 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 ) , 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. , Supplying, Transporting, Storing, Fabricating And Fixing In Position Ms Steel Inserts ( Withlugs ) Asshownin Drawing Including Fabrication To Any Shape Made Out Of Flats, Plates, Rolled Sections, Sleeves, Pipes Etc. Providing Necessary Templates, Staging, Cutting, Straightening, If Required, Bolting, Welding As Required And Embedding In Position On Both Plain, Reinforced Cement Concrete Members Inclusive Of Adjusting Shuttering & Reinforcement / Any Other Fixture, Welding Where Ever Necessary, Tying And Holding To Correct Level, Line And Position, Any Auxilliary Dummy Structures To Support The Heavy Inserts, & Painting With One Shop Coat Of Inorganic Zinc Silicate Primer And Finsihing With Two Coats Of Anti Rust Epoxy Paint Of Approved Brand And Colour , Etc Complete As Perdrawing, Specification And Direction 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. , 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. , Demolishingbrick Masonry Incement Mortar ( Taking All Necessary Safety Precautions ) For Allheightsabove Plinth Level Including Supply Of All Labours, Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning Anddisposal Of Unserviceable Material Atdesignated Place Upto 7 Km Lead Outside The Refinery Premises ( Vaikkadu Village ) As Per Specification And Directions Of Engineer-In-Charge. , Supply Of Jcb On Hire Basis On All Days Including Sundays On 8 Hrs.Shift Including Driver, Assistant / Fuel / Oil / Lubricants / All Consumables Etc. Complete. The Quoted Rate Should Include Mobilization, Operator Crews / Driver / Assistant Cost, Tools, Tackles Etc., As Directed By The Engineer-In-Charge. , Same As Item No. 140 Above, But For Supply Ofroad Roller Of Capacity Not Less Than 10T. , 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
