Excavation For Benching The Seat Of Embankment To An Average Depth Of 15Cm And Cross Slope Of 1 Including Removing The Rubbish Up To A Distance Of 50M Including Dressing. Furrowing And Plugging The Seat Of Embankment. Ash Work In Excavation From The Sp-Chhattisgarh

Excavation For Benching The Seat Of Embankment To An Average Depth Of 15Cm And Cross Slope Of 1 Including Removing The Rubbish Up To A Distance Of 50M Including Dressing. Furrowing And Plugging The Seat Of Embankment. Ash Work In Excavation From The Specified Borrow Area / Foundation Area Of Proposed Ash Bund Within Existing Ash Dyke .... ( I ) Embankment From The Suitable Ash Spoil Obtained From Foundation Area. Ash Work In Excavation From The Specified Borrow Area / Foundation Area Of Proposed Ash Bund Within Existing Ash Dyke Including Cleaning Of Borrow Pit / Foundation Area ( Ii ) Embankment From The Ash Spoil Obtained From The Borrow Area Pit And Existing Ash Dyke ( As Obtained From Hcsd System ) . Ash Work In Excavation From The Specified Borrow Area From Pond No 2 H C S D Of Ash Dyke Dindolbhatha Including Cleaning Of Borrow Area And Removing Of Bushes Water Hyainth Sapling Etc Complete Up To Such Depth As Decided By The Engineer In Charge And Filling The Low Laying Area In Layers Not Exceeding 250 Layers Including Dewatering And Cleaning Of Pit Area By Removing All Bushes And Shrubs Before Filling And Breaking Clods Lumps Watering And Compaction To Achieve 98 Percente Of Standared Proctor Dry Density Approved Mechanical Means Etc Complete As Per Specification And As Directed By Enc A Average Lead 2.5 Km. Excavation In Soil ( By Mechanical Means. ) Excavation For Roadway In Soil Using Mechanical Means Including Loading In Tipper For Carrying Of Cut Earth To Embankment Site And Unloading With All Lifts And Lead Upto Meters As Per Relevant Clauses Of Section 300. Compaction Of Earth Work At Optimum Moisture Content To 98 Percent Of Standred Proctor Maximum Density ( Excluding Watering ) Vibrators High Speed Rollol Watering Earth Work For Compaction On At Optimum Moisture Content With Lead Of Water Up To 100 M Supplying And Forming Graded Sand Blanket / Filter / Chimney / Below Rock Toe .... ( I ) If Sand Is Used ( Percentage Of Total Required Quantity 22000 Cum ) Supply And Forming Degraded.. If Bottom Ash Used In Place Of Sand Against Supply Of Mineral Aggregate Like Broken Stone / Crushed Stone . 45 Mm Standard Size Broken Stone Supply Of Mineral Aggregate Like Broken ... 13.2 Mm Standard Size Broken Stone Supplying And Forming Rock Toe Using Rock Material Of Sound Providing And Placing In Position Reinforcement For R.C.C. Cold Twisted Bar Hot Rolled Deformed Steel Excavation For All Types And Sizes Of Foundations... In All Types Of Soils. Providing And Laying Nominal Mix Plain Cement Concrete 1 4 8 Providing And Laying Nominal Plain Cement Concrete 1 2 4 Filling From Available Excavated Stuff Excluding Rock In Trenches Plinth Sides Of Foundation Etc In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering With A Lead Upto 50 M. And Lift Upto 1.5 M. Rendering Protective Treatment To Embankment Side Slope By Turfing Including Scarifying The Slopes Of Bund Surface Dressing With 150 Mm Thickness Of Good Approved Soil Including All Lead And Lifts Rolling The Soil With Hand Roller Along Slope Turfing The Slopes Of Embankment With 50 Mm. Thick Grass Turf Sods Ramming And Watering For 3 Months Or Till The Grass Establishes Itself Uniformly Whichever Is Later With All Leads And Lifts Watering Complete As Per Specification And As Directed By Engineerincharge. Construction Of Earthen Dowela On Top Of The Embankment With Earth Arranged By The Contractor From His Own Source Including All Excavation Transportation All Leads And Lifts Labours Materials Tools And Plants Safeguards Compaction And All Necessary Works To Complete The Earthen Dowela In Desired Shape As Per Specification And As Directed By Engineerincharge. Brick Work With Modular Fly Ash Lime Bricks Falg Bricks Confirming To Is12894 2002 Of Class Designation 4 In Foundation And Plinth In Cement Mortar 1 6 1 Cement 6 Coarse Sand Providing And Making 15Mm Thick Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix In Cement Mortar 161 Cement 6 Fine Sand Providing And Placing In Up Stream Fly Ash Brick Pitching Using Fly Ash Brick Of Metric Size With Minimum Compressive Strength Of 50 Kg. Per Cm 2 By Mechanical Mixing By Means To Be Laid In Panels Over Slope Of Embankment As Indicated In Drawing And 0.5 M. At Top Bund Level On Up Stream Side Excluding Construction Of Panel Walls As Per Drawing Using Fly Ash Bricks Of Metric Size In Cm 16 Including Excavating Fixing Fly Ash Bricks Of Metric Size Including Excavating Earth And Fixing Brick Inside It In Both Directions Including Excavating Earth And Fixing Brick Inside It In Booth Directions Including Placing Ramming For Preparation Of Bed Curing Finishing Providing And Mixing Its Removal All Labours Material Except Cost Of Cement And Ash Which Will Be Supplied By Deptt Free Of Cost But Transportation Loading Unloading And Other Charges Applicable Of Same Shall Be Borne By Contractor At His Own Costs Equipments Tools Plants Machinery All Random Rubble Masonry In Cm 16 With All Lead And Lift Including Cost Of All Materials But Excluding Cost Of Cement As Per Direction Of Engineerincharge. Supply Of Empty Cement Bags Hdpe Bags In Place In Position Dully Filled With Ash From Ash Dyke Are Including Sticting With Sutli All Lead And Lift Complete As Per Direction Of Enc Supplying And Laying Rcc Hume Pipe Grade I For Cross Rcc Hume Pipe 250 Mm Dia Providing And Placing In Position Reinforcement For R.C.C. Work Including Straightening Cutting Bending Binding Etc. Complete As Per Drawings Including Cost Of Binding Wire In Foundation And Plinth All Complete Cold Twisted Bar Hot Rolled Deformed Steel Providing And Laying Design Mix Reinforced Cement Concrete With Crushed Graded Stone Aggregate 20Mm Nominal Size Using Batching Plant Transit Mixer And Concrete Pump In All Works Upto Plinth Level Excluding Cost Of Form Work M25 Grade Providing And Fixing Form Work Including Centring Shuttering Strutting Staging Propping Bracing Etc Complete Providing And Fixing Form Work Including Centring Shuttering Strutting Staging Propping Bracing Etc Complete Including Its Removal At All Levels For Foundations Footings Bases Of Columns Plinth Beam Curtain Wall In Shape And Size And All Type Of Wall Below Plinth Levelfoundations Footings Bases Of Columns Plinth Beam Curtain Wall In Any Shape And Size And All Type Of Wall Below Plinth Level. Structural Steel Work In Single Section Including Cutting Hoisting Fixing In Position And Applying A Priming Coat Red Oxide Zinc Chromate Primer. Providing And Fixing Approved Pipe Hand Rail To Walls Ramps Stair Cases Including Cutting Chases And Repairing Same To Original Condition Applying A Priming Coat Of Red Oxide Zinc Chromate Primer Dismantling Of Existing Steel Structure Provided Over Beam Structure Of Decantation Well And Approach To Decantation Well Including Cutting By Gas Cutter Welding Lifting Of Piecs Of Steel Structure From Well And Stacking The Same At Site Office Including All Loading Unloading Transportation Etc. Complete As Per Direction Of Engineer In Charge And Refixing The Same As Directed By Enc. Construction Of Granular Subbase By Providing Graded Material Carriage Of Mixed Material To Work Site Spreading In Uniform Layers With Motor Grader On Prepared Surface Watering Rolling And Compacting With Vibratory Power Roller At Omc To Achieve The Desired Density Complete As Per Clause 401 Water Bound Macadam Providing Laying Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Vibratory Roller 810 Tonnes In Stages To Proper Grade And Camber Applying And Brooming Requisite Type Of Screening Binding Materials To Fill Up The Interstices Of Coarse Aggregate Watering And Compacting To The Required Density As Per Clause404 Com For More Te

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