Bids Are invited for Custom Bid For Services - Kandla Laying Of Interlocking Paver - Earth Work In Excavation Upto Required Depth Below Existing Ground Level Upto Required Depth Including Removal Of Vegetation,Shrubs And Debris, Cutting And Dressing

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Bids Are invited for Custom Bid For Services - Kandla Laying Of Interlocking Paver - Earth Work In Excavation Upto Required Depth Below Existing Ground Level Upto Required Depth Including Removal Of Vegetation,Shrubs And Debris, Cutting And Dressing The Sides In Slopes And Bottom, Levelling, Grading And Ramming Of Bottoms,Bailing Out Of Water, Supplying Of Temporary Supports To Existing Services Line Like Water Pipes,Sewagepipes,Electric Overhead And U/G Cables Etc All If Encountered, Shoring, Strutting And Disposal Of Excavated Earth Outside Bpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Necessary Permissions From Local Authorities (If Required) And Charges( If Any), Complete. Payment Shall Be Made As Per The Actual Measurement. 1)Depth Upto 1.5 M Normal Soil , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalites Not Exceeding 150Mm Deep And Disposal Of Rubbish; Lead Upto100m, Including Ramming And Levelling The Surface As Per The Directions Of Engineer-In-Charge.Ground Surf Dressing , Providing And Laying Plain Cement Concrete For All Depths Below And Upto Plinth Level In Foundations,Drains,Fillings,Non-Suspended Floors, Pavements & R S Or Any Other Works Etc.Including The Cost Ofposition Cement Concrete Of Specified Grade Including The Cost Ofcentring And Shuttering, T Ing, Ramming, Vibrating,Curing, In Anyshape,Position,Thickness And Finishing The Top Surface Rough Or Smooth,Etc. All Complete As Per Directions Of Pcc Plin 1:3:6 Cs , Granular Sub-Base With Material Of Grade 1 ,(75Mm To 0.075Mm) , Providing, Laying, Spreading And Compacting Graded Crushed Aggregate Wet Mix Macadam Including Pre-Mixing The Murrum And Crushed Aggregate To Omc In The Mechanical Mix (Pug Mill), Carriage Of Materials To The Site Etc. Complete.The Wet Mix To Be Laid In Uniform Layers, Rolling/Compacting With 8-10T Vibratory To Achieve The Desired Density Rollerincluding Scrapping The Existing Surface Wherever Required As Directed. (Size Of Stone 45-63Mm) Wet Mix Macadam , Supplying & Laying Cc Paver Blocks 80Mm Thick Usingminimum M 40 Grade Laid On 50Mm Avg Thickness Of Coarse Sand Bedding This Also Includes Filling Of Interstaces With River Sand Sl Paver Block 80 Mm Laind Of Paverblock Design As Per Site Requred , Preparing The Sub Grade By Dry Rolling, Using 8-10T Power Roller, Wateringusing Sprinklers, Compacting Using 8-10 Tpower Roller, To Achieve 90 %Laboratory Maximum Dry Density As Per Is 2720, Dressing, Trimming To Specified Profile Grade Line Level Etc. Complete.Road Subgrade Prep , Preparing Surface And Painting Of Approved Make, Shade And Quality In All Heights Of Walls,Ceiling, Sun Sheds Fins Etc. Incl. Providing Scaffolding,Pitting In Plaster To Be Made Good, Cleaning With Coir Brush & Sand Paper, Curing And Supply Of All Materials And Labour Complete. The Finished Surface Shall Be Even And Uniform.The Application Of Paint Shall Conformto Manufacturers Recommendation And As Per The Directions Of Enginner-In-Charge.1)2 Coats Of Synthetic Enamel Paint With One Coat Of Primer Bld Pnt Enml+Prim 2C , Providing & Laying Brick On Edge For Pathways With Bricks Having Minimum Crushing Strength 75 Kg/Cm2 . Bricks Shall Be Laid On Edges As Per The Design Pattern & Instruction On 12Mm Thick Cement Mortar 1:6 Bedding Joints To Be Filled With Pointing In 1:3 Cement Mortar Job Includes Raking The Joints To 1 Cm Deep, Soaking Of Bricks Prior To Use And Curing Etccomplete As Per Specifications.1)Brick On Edge Cl75