Benching The Seat Of Embankment To An Average Depth Of 15Cm And Cross Slope Of 1 In 12 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 The Existing Ash Dyke Including Cleaning Of Borrow Pit / Foundation Area By Uprooting Of All Types Of Vegetation, Grass Bushes, Water Hysenth, Saplings Etc. By Any Means And Stripping Of Top Layer Of Minimum 20 Cms. Or To Such Depth As Decided By The Enc. ............ Complete As Per Specifications, Drawings And As Directed By The Enc......... ( 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 The Existing Ash Dyke Including Cleaning Of Borrow Pit / Foundation Area By Uprooting Of All Types Of Vegetation, Grass Bushes, Water Hysenth, Saplings Etc. By Any Means And Stripping Of Top Layer Of Minimum 20 Cms. Or To Such Depth As Decided By The Enc. Depending Upon The Suitability Of Ash To Be Used In Forming Ash Embankment I / C..........Drawings And As Directed By The Enc. ( Ii ) Embankment From The Ash Spoil Obtained From The Borrow Area. 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 Up To 1000 Meters As Per Relevant Clauses Of Section 300 Work Compaction Of Earth Work At Optimum Moisture Content To Maximum Dry Density ( Excluding Watering ) Vibrators / High Speed Rollol Watering Earth Work For Compaction On At Optimum Moisture Content With Lead Of Water Up To 100M. Supplying And Forming Graded Sand Blanket / Filter / Chimney / Below Rock Toe Be Using Fine / Course Sand In The Bund As Per Drawing Including Cost Of Transportation Of Materials From The Approved Source, Placing It In Position Consolidation And Compaction At Least Upto 70 Percent Of Dry Density Complete Including Cost Of Labours, Excavation In Ash / Earth Wherever Required For Placement, Disposal Of The Excavated Materials With All Leads And Lifts Etc. As Per Specification Drawing, And Direction Of Engineerincharge. 1.5 ) Supply Of Mineral Aggregate Like Broken Stone / Crushed Stone ( Crushed In Mechanical Crusher ) As Per Clause 520 At Road Site Including All Lead And Stacking Etc. Complete. Supplying And Forming Rock Toe Using Rock Material Of Sound, Durable And Well Graded Broken Rock Ranging In Size From 100 Mm. To 450 Mm And Hand Placing, Filling Intersties Including Cost Of All Materials, Royalties, All Taxes, Transportation / Labourers, Equipments And Tandp Etc. With All Leads And Lifts As Per Drawing, Specification And Direction Of Engineerincharge. Water Construction Of Catch Water Drain By Pitching Over Embankment Side Slope With Fly Ash Bricks Of Size 19X9x9 Cm. With Minimum Compressive Strength Of 50 Kg. Per Cm2 Laid On Under Bed Of 12 Mm. Thick Cement Sand Mortor In 1 10 And Joint With Cement Sand Mortor In 1 6 Including Manufacturing And Supplying Fly Ash Bricks As Per Specification, Laying Of Mortar Under Bed, Joining Bricks With Cement Mortar Etc. Complete With Cement Mortar Etc. Complete With All Labours, Material, All Transportation, Handling, Tandp Machinery, Lead, Lift, Excavation In Soil If R4equired As Directed By The Engineerincharge , Preparation Surface For Construction Of Catch Water Drain Disposal Of Waste Materials At Specification, Drawing And As Directed By The Engineerincharge. 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 Cm2 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 U / S Side Excluding Construction Of Panel Walls As Per Drawing Using Fly Ash Bricks Of Metric Size In Cm 1 6 Including Excavating Fixing Fly Ash Bricks Of Metric Size I / C. Excavating Earth And Fixing Brick Inside It In Both Directions I / C. Excavating Earth And Fixing Brick Inside It In Booth Directions I / C, 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 Transportation Handling, Leads Lifts Safeguards Excavation Random Rubble Masonry With Hard Stone In Foundation And Plinth In Cement Mortar 1 6 ( 1 Cement 6 Coarse Sand ) Including Leveling Up With Cement Concrete 1 6 12 ( 1 Cement 6 Coarse Sand 12 Stone Aggregate 20Mm Nominal Size ) Upto Plinth Level. For Excavation For All Types And Sizes Of Foundations, Trenches And Drains Or For Any Other Purpose Including Disposal Of Excavated Stuff Upto 1.5 M Lift And Lead Upto 50M ( At Least 5M Away From The Excavated Area ) , Including Dressing And Leveling Of Pits. In All Types Of Soils. Plain Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Work. 1 3 6 ( 1 Cement 3 Coarse Sand 6 Graded Stone Aggregate 40Mm Nominal Size ) . Plain Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Work.1 4 8 ( 1 Cement 4 Coarse Sand 8 Graded Stone In All Works Upto Plinth Level Excluding Cost Of Form Work.1 4 8 ( 1 Cement 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size ) . Supplying, Transporting, Laying And Jointing Rcc Hume Pipe ( Class Np3 ) With Collars Including Grouting Of Joints With Cm 1 2, Curing Etc. All Complete With Labours, Materials, Tools Plants As Per Drawing, Specification And Direction Of Engineerincharge. 250 Mm Dia Filling From Available Excavated Stuff ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20Cm 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. Note Borrow Area For Approved Soil Is Also To Be Arranged By The Contractor, At His Own Cost. The Transportation Of The Same, To The Work Site With All Lead And Lift. Construction Of Earthen Dowela On Top Of The Embankment With Earth Arranged By The Contractor From His Own Source, I / C. 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 Flyash Lime Bricks ( Falg Bricks ) Confirming To Is 128942002 Of Class Designation 4.0 In Foundation And Plinth In Cement Mortar 1 6 ( 1 Cement 6 Coarse Sand ) Furrowing And Plugging The Seat Of Embankment. Excavation For All Types And Sizes Of Foundations, Trenches And Drains Or For Any Other Purpose Including Disposal Of Excavated Stuff Upto 1.5 M Lift And Lead Upto 50M ( At Least 5M Away From The Excavated Area ) , Including Dressing And Leveling Of Pits. In All Types Of Soils. Supply Of Empty Cement Bag ( Hdpe Bags ) And Placing In Position Dully Filled With Ash From Ash Dyke Area Including Stiching With Sutli All Lead And Lift Comlete As Per Direction Of Enc. Structural Steel Work Riveted Or Bolted Or Welded In Builtup Sections, Trusses And Frames Work Upto A Height Of 5M Above Plinth Level, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Red Oxide Zinc Chromate Primer. 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 Thermomechanically Treated Bars Fe 415 Providing And Laying Nominal Mix Reinforced Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Work. 1 1.5 3 ( 1 Cement 1.5 Coarse Sand 3 Graded Stone Aggregate 20Mm Nominal Size ) . Providing And Laying Reinforced Cement Concrete Pipe Np 3 / Prestressed Concrete Pipe. ( Laying Reinforced Cement Concrete Pipe Np3 / Prestressed Concrete Pipe For Culverts Including Fixing Collar With Cement Mortar 1 2 But Excluding Bedding Below Pipes, Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets . ) 1000Mm Dia Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Work. 1 2 4 ( 1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 40Mm Nominal Size ) . Manufacturing Of Rcc Dam Beams Of Type1 With M30 With 12 Mm Graded Metal Specified In The Drawing At Ash Bund Including Cost Of All Required Material Such As Metal, Sand, Cement Reinforcement And Labour Complete As Per Specification And Direction Of Engineerincharge Including All Taxes, Duties, Royalties, Cost Of Tandp, Loading / Unloading And Transportation Upto Site Office At Lotlota Ash Dyke. Supply Of Mineral Aggregate Like Broken Stone / Crushed Stone ( Crushed In Mechanical Crusher ) As Per Clause 520 At Road Site Including All Lead And Stacking Etc. Complete. 45 Mm Standard Size Crushed Stone Supply Of Fine Aggregate And Filler Material As Per Clause 520 Including All Lead And Stacking Etc. Complete Moorum Providing And Laying Nominal Mix Plain Cement Concrete With Crushed Stone Aggregate Using Concrete Mixer In All Works Upto Plinth Level Excluding Cost Of Form Work. 1 4 8 ( 1 Cement 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size ) . Providing, Fabricating, Lowering And Placing Of 10 Mm. Thick And 900 Mm. Dia ( Inside ) Perforated Perforation ) With Holes Of 20 Mm. Dia, 100 Mm. Centre To Centre ( Zingzag ) M.S. Pipe Inside Discharge Shaft I / C. Cost Of Supplying And Fabricating Welding Of M.S. Angles Bracing And M.S. Plate Of Junction Point Etc. Complete Including Cost Of All Other Materials, Labours Etc. Complete Required To Place And The Pipe As Per Site And As Direction Of Engineerincharge. 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 1000 Meters As Per Relevant Clauses Of Section 300. Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Boundmacadam 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. ) Gradingi ( 63 To 45 Mm Size Aggregate ) Cusing Screening Crushable Type Such As Moorum Or Gravel Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Boundmacadam 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. ) Gradingii ( 53 To 22.4 Mm Size Aggregate ) Using Screening Crushable Type Such As Moorum Or Gravel
