Annual Rate Of Various Types Of Items For The Year 2021-2022-1 Quarrying Transporting And Depositing Selected Materials From Borrow Area For Raising Of Embankment Work In All Zone Of Earthen Dam For Specified Thickness As Directed For Lead Upto 1 Km And All Lifts Etc.Complete. 2 Providing And Lying Dry Rubble Pitching With Base Of Inverted Filter As Per Design And Drawing Including Providing Headers Or ( Pre Cast Headers Of Concrete M 15 ) Hand Packing Trimming And Dressing Of Slopes Etc. Complete For Leads As Specified And All Lifts Etc. Complete. ( D ) 23 Cm Thick Pitching 3 Drilling And Grouting Work In All Foundations And Formations. ( A ) Drilling 35Mm Or Specified Dia. Hole Upto Required Depth. 4 Providing And Lying 60Cm Dia Half Round Cement Pipe For Catch Water Drain And Chute Drain On Berms And Down Stream Slopes Of Earthen Dam. 5 Excavation In All Sorts Of Strata And Formations Including Depositing The Unuseful Excavated Stuff As And Where Directed Including Sorting And Stacking Useful Materials As Required And Upto Lead Of 200Mt. And All Lifts Etc. Complete, Including Dewatering. 5 ( A ) ( A ) In Overburden Including Hard Murrum. 5 ( B ) ( B ) In Soft Rock 5 ( C ) ( C ) In Hard Rock 6 Providing And Laying Graded Filters Of Sand, Gravel And Over Size Metal ( 100 Mm To 150 Mm ) Behind The Retaining Wall And Wing Walls As Directed As Per Approved Drawing With All Lead & Lifts Etc. Complete. 7 Providing Weep Holes 100 Or 110 Mm Dia. Of Pipe In The Retaining Wall Etc Complete. 7 ( B ) ( B ) P.V.C.Pipe 8 Backfill With Selected Earth From Out Side Borrow Area Or From Excavated Usefull Material Including Watering, Ramming, Consolidation Etc. With Pneumatic Templing And Lead Upto 1.0 Km. And All Lift Etc. Completed. 9 Cement Pointing In Cement Mortar Of Proportion ( 1:3 ) To Stone Masonry After Racking Out Joints 20 Mm Deep Including Smooth Finishing Etc Complete 10 Providing Cement Plaster 20Mm Thick In C.M. ( 1:3 ) Including Racking Out Joints 20 Mm Deep Including Smooth Finishing Etc Complete. 11 Dewatering For Head Works And Alied Works Foundation Areas, Pits, Trenches With Diesel Or Electrical Pumping Arrangements Including All Cost Of Pipelines Materials, Labour As Directed With All Lifts Etc. Complete. 12 Providing And Laying Tmt Fe‐415 / 500 Steel Bar Reinforcement For R.C.C. Works And Anchor Bars With Providing Binding Wires Including Cutting, Bending, Welding, Binding In Position, Hooking, Placing In Position With All Leads & Lifts Etc. Complete. 13 Providing And Laying In Position Cement Concrete 1:3:6 Using Cement, Sand And Machine Crushed Course Aggregate 25 To 40 Mm Size Including Providing Necessary Form Work Compaction, Finishing And Curing As Required Etc. Completed. 14 Excavation In All Sorts Of Soil ( Including Wet And Slushy Condition Of Soil ) With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 M And Lift As Shown Below Including Clearing The Site Etc. Compute ( Including Dewatering ) ( A ) For All Canal Capacity ( A ) ( A ) 0 To 3 Mt. Depth ( B ) ( B ) 3 To 6 Mt. Depth ( C ) ( C ) 6 To 9 Mt. Depth 15 ( B ) ( B ) For Foundation Trenches Of C.D. Work 15 ( A ) ( A ) 0 To 3 Mt. Depth ( B ) ( B ) 3 To 6 Mt. Depth 15 ( C ) ( C ) 6 To 9 Mt. Depth 16 Extra Lead Charges For Lead Between 30 Mt. To 200 Mt. Etc. Complete. 17 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Including Breaking The Clods And Dressing To The Design Sections Including Cutting The Proud Section With Lead As Under And All Lift Including Clearing The Site Including Dewatering Etc. Comp. ( A ) For All Canal Capacity. ( A ) ( A ) 0 To 30 Mt. ( B ) ( B ) 30 To 200 Mt. ( C ) ( C ) 200 To 1000 Mt. 18 Extra Lead Charges For Each Additional Km Lead Or Part Thereof Beyond 1.0 Km And Upto 5.0 Km For Embankment Work Including All Lifts Etc. Complete. 19 Dry Rolling Of Earth Work With Light Rollers ( Upto 2 Ton Capacity ) As Directed With All Lifts Etc. Complete. 20 Providing Motorable Service Road During Construction Period As Directed With Necessary Earth Work, Jungle Cutting And Maintenance As Required For Complete. 21 Providing Murrum Including Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Comp. ( A ) Hard Murrum ( B ) Soft Murrum / Binding Material 22 Providing Burnt Brick Masonary 2Nd Class In Cement Mortar In 1:5 Proportion For Foundation & Superstructure Upto 6.00 Mt. Height Including Striking Out Joints 20Mm Deep Curing Watering Finishing Joints And Providing Scaffolding As Directed As Comp. 23 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Incuding Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. 23 ( A ) ( A ) Sub Structures 23 ( B ) ( B ) Super Strucutres 24 Providing And Laying 7.5 Cms Thick Cast In Situ Cement Concrete 1:2:4 Grade With The Use Of Crushed Aggregates For Canal Lining Works Including Use Of All Equipments, Scaffolding, Centering Form Work Etc, With Finishing As Required To The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing ( Without Sleepers ) With All Lead And Lifts Etc. Comp. 25 Providing, Supplying, Laying And Fixing In Position Under Ground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standered Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. 25 ( A ) 150 Mm Dia 25 ( B ) 225 Mm Dia 25 ( C ) 300 Mm Dia 3 25 ( D ) 450 Mm Dia 25 ( E ) 600 Mm Dia 25 ( F ) 750 Mm Dia 25 ( G ) 900 Mm Dia 25 ( H ) 1050 Mm Dia 25 ( I ) 1200 Mm Dia 25 ( J ) 1500 Mm Dia 26 Providing Cement Plaster Of Cement & Sand To Brick Masonary Including Racking Out Joint With Scaffolding Finishing Watering Curing Etc. Complete. 26 ( A ) ( A ) 12 Mm Thick C.M. 1:2 26 ( B ) ( B ) 12 Mm Thick C.M. 1:3 27 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradiant Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilising The Same For Preparing The Bund After Breaking Clods As And Where Directed For Lead Up To 200 M & Lift Up To 3 M As Under ( Excluding Weed Cutting ) 27 ( A ) ( A ) For Canal Below 20 Cusecs. 27 ( B ) ( B ) For Canal 20 To 250 Cusecs. 27 ( C ) ( C ) For Canal 250 To 500 Cusecs 27 ( D ) ( D ) For Canal Above 500 Cusecs. 27 ( E ) ( E ) Additional Lead Of 200 Mt.. 27 ( F ) ( F ) Additional Lift Of 3.0 Mt. 28 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradiant Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilising The Same For Preparing The Bund After Breaking Clods As And Where Directed For All Lead & Lift ‐‐ By Machinary ( A ) For All Lead And Lift. 29 Clearing The Shrubs Like Akdas, Weeds & Other Vegetation Including Depositing The Same Outside And Buring Etc. Complete From Canal Bed And Both Slope Of Banks Etc. Complete. For Canal & Drain 29 ( A ) ( A ) Above 7 Cumec 29 ( B ) ( B ) 0.56 To 7.00 Cumec 29 ( C ) ( C ) Below 0.56 Cumec 29 ( D ) ( D ) Forl Drain Above 15 Cumecs 30 Clearing The Shrubs Like Akdas, Weeds & Other Vegetation Including Depositing The Same Outside And Buring Etc. Complete From Canal Bed And Both Slope Of Banks Etc. Complete. For Canal & Drain ‐‐By Machinary 30 ( A ) ( A ) Above 7 Cumec 30 ( B ) ( B ) 0.56 To 7.00 Cumec 30 ( C ) ( C ) Below 0.56 Cumec 30 ( D ) ( D ) Forl Drain Above 15 Cumecs 31 De‐Silting Of Various Structures Of Canal And Distribution System Including Depositing The Same As Directed With All Lifts And Lead For Canal Syphone, Airvent, T.O. Kundies Etc. Complete. 31 ( A ) A ) Canal Syphon Well 31 ( B ) B ) For Kundies 32 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Disposing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) 32 ( A ) ( A ) For Light Dence 32 ( B ) ( B ) For Medium Dence 32 ( C ) ( C ) For Heavy Dence 33 Cleaning The Slope Of Dam Within The Dam Boudary By Removing The Bushes, Shrubs, Girth And Smoll Trees Including Depositing The Materials As And Where Directed Up To 50 Mt. Lead And All Lift Etc. Complete. 34 Prolviding & Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stiching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. ( Excluding The Cost Of Bags ) 35 Providing And Laying Soda Ash / Jute Bags Filled With Good Selected Earth Incl. Stitching And Laying As Directed Etc. Com. ( 75 To 100 Kg Cap. ) 36 Providing M.S Plate, Channel & Angle Etc. As Required Of Required Sizes For Repairing Old Gates Incl. Removing The Old Gate From Site Removing Rust, Broken Old Plates Canals Etc. As Directed & Welding Fixing The Repaired Gates & All Type Of Transportation 37 Dismentalling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismentalled Materials As Directed Under Detailed Specifications Etc. Complete. 37 ( A ) ( A ) Cement Concrete 38 Removing Lime Or Cement Plaster Including Racking Out Joints 20 Mm Deep Etc.Comp. 39 White Washing With Lime On Wall Surface ( Two Coats ) To Give An Even Shade Including Thoroughly Booming The Surface To Remove All Dirt, Dust; Mortar Drops And Other Foreign Matter. 40 Providing Hydraulic Excavator 1 Cum Bucket Capacity@ 60 Cum Per Hour On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) Jcb 41 Supplying Labours ( A ) Skilled 42 Supplying Labours ( A ) Semi Skilled 43 Supplying Labours ( B ) Unskilled 44 Desilting Of Checkdam In All Sorts Of Soil In Wet And Saturated And Slushy Condition Below The Sub Soil Water Level And Depositing The Excavated Stuff In Uniform Layers And Profile In Spoil Banks As And Where Directed With Lead Up To 1000M And Lifts As Under Including All Cost Of Dewatering Shoring Strutting And Removal Of Materials Due To Slips And Slope Failure Etc. With All Incidental Cost For Such Excavation In Problematic Soils Strata Etc. Complete. With Jungle Cutting Etc. 45 Surveying By Total Station Including Measuring Of Alignment Of Earthen Dam / Canal / River / Checkdams And Creating The Cross Section And Longitudinal Section Profile At 30 Mt. Interval And Plotting Etc Complete With Fixing Value On Stone With Parmanent Paints Etc. Comp. The Survey Work For Cross Section Shall Be Carried Out For 150 Mt. Distance On Both Sides Or Upto 60 Mt. Beyond River Bank On Both Side, Whichever Is Greater. 46 Survey By Using Own Total Station Instrument For The Topographical And Contour Survey Work In 10 X 10 Mt. Grid With 0.5 Mt. Contour Interval Locating All Existing Features With Preparation And Submission Of Survey Drawing In A‐O Size Sheet In One Soft Copy Etc. Complete. 47 Carring Out Core Drilling With Dimond Drilling Machine ( Hydraulic Feed ) In All Type Of Strata Including Tacking Out Samples For S.P.T, Shalby And P.C. Test And Including Repair, Fules, Cosumables And Sbc Test With Results Etc.. Complete. ( Excluding Transportation Charges From One Site To Another Site ) ( B ) With Operation Staff. ( Iii ) For Flate Rate 48 Providing And Fixing Boundary Stone As Per I.R.C. Design Including Painting, Carving Lettering Etc. Complete. ( I ) Fixing In Earth 49 Deepening Of Tank By Exacavation In All Sorts Of Soil ( Including Wet And Slussy Condition Of Soil ) With Yellow, Sandy, Gravelly Soil Incl. Soft Murrum And H.M. Incl. Sorting And Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead 1.0 Km And All Lift Including Clearing The Site With Jungle Cutting Etc. Complete. 50 Providing And Laying Dry Rubble For Appron Including Packing Filling Interstice With Quarry Spauls Etc Complete.
