Unit Rate Invited For Various Types Of Items For The Year 2022-23-1 1 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 Mt. And Lift Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( A ) 0 To 3 Mt. Depth 2 1 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 Mt. And Lift Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( B ) 3 To 6 Mt. Depth 3 1 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 Mt. And Lift Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( C ) 6 To 9 Mt. Depth 4 1 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 Mt. And Lift Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C. Work ( A ) 0 To 3 Mt.Depth 5 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( B ) 3 To 6 Mt. Depth 6 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( C ) 6 To 9 Mt. Depth 7 1 Extra Lead Charges For Lead Between 30 Mt. To 200 Mt. Etc. Complete. 8 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( A ) 0 To 30 Mt 9 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( B ) 30 To 200 Mt. 10 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( C ) 200 To 1000 Mt. Cum. 11 1 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. Cum Km. 12 1 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( A ) Sub Structures Cum. 13 1 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( B ) Super Structures Cum. 14 1 Providing And Laying Rcc 1:1.5:3 Grade By Using Cement, Sand And Crushed Metal For Different Items Like Copping Work, Pier Cap, Abutment Cap, Wearing Coat, Skin Concrete, Solid Slab Upto 60 Cm. Thick, Barrel Of Canal Syphons, Barrel Of R.C.C. Through, & Beams For Foundation And Super Structure As Per Approved Design Including Providing Necessary Centering, Shuttering And Form Work, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc. Complete. Cum. 15 1 Providing And Laying Foundation Concrete Of Proportion As Under By Using Cement, Sand And Machine Crushed Course Aggregate Laid In Situ Including Necessary Temping, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( A ) Pcc 1:3:6 16 1 Providing And Laying Foundation Concrete Of Proportion As Under By Using Cement, Sand And Machine Crushed Course Aggregate Laid In Situ Including Necessary Temping, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( B ) Pcc 1:4:8 17 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( A ) 0 To 30 M 18 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( B ) 30 To 200 M. 19 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( C ) 200 To 1000 M 20 1 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 20 Mm Deep Curing Watering Finishing Joints And Providing Scaffolding As Directed As Comp. 21 1 U.C.R. Masonary In Foundation & Superstructure In C.M. Indifferent Proportion Using Stones From Approved Quarry Including Racking Out Joints 20Mm Deep Where Required Including Providing Scaffolding Curing Finishing As Directed With All Lifts Etc. Complete ( B ) C.M. 1:3 22 1 Providing Cement Plaster Of Cement & Sand To Brick Masonary Including Racking Out Joint With Scaffolding Finishing Watering Curing Etc. Complete. ( B ) 12Mm Thick C.M. 1:3 23 1 Providing And Laying 7.5 Cms Thick Cast In Situ Cement Concrete 1:2:4 Garde With The Use Of Crushed Aggregate For Canal Lining Works Including Use Of Equipments, Scaffolding, Centering Form Work Etc., With Finishing As Required The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing ( Without Sleepers ) With All Lead And Lifts Etc. Complete. 24 1 Providing And Laying 10 Cms Thick Cast In Situ Cement Concrete 1:2:4 Grade With The Use Of Crushed Aggregates For Canal Ling Works Including Use Of Equipments, Scaffolding, Centering Form Work Etc, With Finishing As Required The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing ( Without Sleepers ) With All Lead And Lifts Etc. Comp. 25 1 Clearing Silt From Canal / Drain Bed Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed Labour ) ( A ) For Canal Below 20 Cusecs. 26 1 Clearing Silt From Canal / Drain Bed Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed Labour ) ( B ) For Canal 20 To 250 Cusecs. 27 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( C ) For Canal 250 To 500 Cusecs 28 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( D ) For Canal Above 500 Cusecs. 29 1 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. 30 1 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. A ) Canal Syphon Well 31 1 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. B ) For Kundies 32 1 Providing & Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stitching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. 33 1 Providing Jcb / Excavator On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) Jcb 34 1 Providing Tractor With Trolly Incl. Charges Of Fuel, Lubricant And Driver Etc. 35 1 Dewatering For Head Works And Allied Work, Foundation Area, Pits, Trenches With Diesel Or Electrical Pumping Arrangements Including All Cost Of Pipeline, Materials, Labours As Directed With All Lift Etc. Completed. 36 1 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. ) ( A ) For Light Dence 37 1 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. ) ( B ) For Medium Dence 38 1 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. ) ( C ) For Heavy Dence 39 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 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. 150 Mm Dia 40 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 225 Mm Dia 41 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 300 Mm Dia 42 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 450 Mm Dia 43 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 600 Mm Dia 44 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 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. 750 Mm Dia 45 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 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. 900 Mm Dia 46 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 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. 1050 Mm Dia 47 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 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. 1200 Mm Dia 48 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 1500 Mm Dia 49 1 Providing Murrum On Canal Service Road Incl. Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Comp. A ) Hard Murrum 50 1 Providing Murrum On Canal Service Road Incl. Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Comp. B ) Soft Murrum / Binding Material 51 1 Providing And Laying Hysd / Tmt Fe 415 Steel Bar Reinforcement For R.C.C. Works And Anchor Bar With Providing Binding Wires Including Cutting, Bending, Welding, Binding In Position Hooking, Placing In Position With All Leads & Lifts Etc. Complete. ( B ) Tmt Fe 415 Steel Bars 52 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( I ) 900 Mm Dia ( Internal ) 53 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( Ii ) 1050 Mm Dia ( Internal ) 54 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( Iii ) 1200 Mm Dia ( Internal ) 55 1 Providing Weep Holes 100 Or 110 Mm Dia. Pipe In The Retaining Wall Etc Complete. ( A ) A.C.Pipe 2 Mt. Long 56 1 Providing Weep Holes 100 Or 110 Mm Dia. Pipe In The Retaining Wall Etc Complete. ( B ) P.V.C.Pipe ( 6Kg / Cm2 ) 57 1 Providing & Fixing M.S. Screw Gates With Capston Nut & Thrust Bearing As Per Detailed Designed With Steel R.S.J At Top Incl. Necessary Locking Arrangements, Guide Channel At Bottom & Fastening & 3 Coats Oil Painting For Main Outlet. 58 1 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 59 1 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. ( A ) 45 Cm Thick Pitching With 25 Cm Filter 60 1 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. ( B ) 30 Cm Thick Pitching With 15 Cm Filter 61 1 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. ( C ) 23 Cm Thick Pitching With 15 Cm Filter 62 1 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 63 1 ( E ) 45 Cm Thick Pitching With 15 Cm Thick Graded Gravel & Metal And 15 Cm Thick Sand Filter Layer With Header Stone Should Be Provided As Per Drawing. 64 1 Dismantling C.C. Foundation Or Flooring Sorting And Stacking Useful And Unuseful Material From The Dismantle Materials Lead Up To 200 Mt. As Directed Under Detailed Specifications Etc. Complete. 65 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( A ) Cement Concrete 66 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( B ) Asphalt 67 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( C ) W.B.M. 68 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( D ) Metal 69 1 Dismantling Masonry In Lime Or Cement & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specification Etc. Comp. ( A ) Brick 70 1 Dismantling Masonry In Lime Or Cement & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specification Etc. Comp. ( B ) Stone 71 1 Dismantling Riprap Pitching Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Materials In Lead Upto 200 Mt. As Directed Under Detail Specification Etc. Complete. ( A ) 30 Cm Thick Pitching With Filter 72 1 Dismantling Riprap Pitching Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Materials In Lead Upto 200 Mt. As Directed Under Detail Specification Etc. Complete. ( B ) 45 Cm Thick Pitching With Filter 73 1 Dismantling C.C. Foundation Or Flooring Sorting & Stacking Useful And Unuseful Material From The Dismantled Materials In Lead Upto 200Mt. As Directed Under Detailed Specifications Etc. Comp. 74 1 Removing Lime Or Cement Plaster Including Racking Out Joints 20 Mm Deep Etc. Comp. 75 1 Removing Lime Or Cement Pointing Including Racking Out Joints 20 Mm Deep Etc. Comp. 76 1 Dismantling Of Rcc Work Viz. Slab, Beam, Lintle, Barrel, Staire Case, Etc. Including Removing The Steel From The Dismantled Portion Without Damage To Reinforcement Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Material Directed Under Detailed Specifications Etc.Comp. 77 1 Removing The Damaged Precast Cc Block Lining Including Breaking The Joints, Removing The Same Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Material Upto Lead Of 200 Mt.As Directed Under Detail Specification Etc. Complete. ( A ) Up To 7.50Cm Thick 78 1 Removing The Damaged Precast Cc Block Lining Including Breaking The Joints, Removing The Same Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Material Upto Lead Of 200 Mt.As Directed Under Detail Specification Etc. Complete. ( B ) Up To 7.50Cm Thick Incl. Base Layer Of Ldpe, Sand And Plaster. 79 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( I ) 23 Cm Thick Pitching 80 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Ii ) 30 Cm Thick 81 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Iii ) 45 Cm Thick 82 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Iv ) 60 Cm Thick 83 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( I ) 225Mm To 400 Mm Diameter 84 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Ii ) 450Mm To 600 Mm Diameter 85 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Iii ) 650Mm To 900 Mm Diameter 86 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Iv ) 1000Mm To 1200 Mm Diameter 87 1 Providing And Fixing Marble Plate 45Cms X 60 Cms Size Including Engraving For Letters As Directed Etc. Complete. 88 1 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Road Side Slope As Directed Upto 50Mt.Lead 89 1 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) ( 3 ) Crushed Stone Aggregate For Hard Quality Up To 63 Mm Size 90 1 ( I ) Supplying Of Murrum / Binding Materials 91 1 Spreading The Stone Aggregate For Rolling And W.B.M. Including Filling The Interstices To Required Camber And Gradient ( Excluding Spreading Of Blindage ) ( Ii ) 40Mm To 63Mm Size Aggreagates ( H.B. ) 92 1 Spreading Blindage Or Road Crust Filling The Gaps In Metal And Leveling To Camber And Gradient As Directed. ( I ) Murrum 93 1 Rolling And Consolidation Of Soling Including Filling In Depression Which Occur During The Process, With Power Roller 8 Tonne To 12 Tonne. 94 1 Providing And Fixing 1.20 Metre High Fencing With 2.0 Metre Long M.S. Angle Posts 40Mm X 40 Mm X6 Mm And Oil Painting 3 Coats Fixed At 2.5 Mt, C / C. With Five Horizontan Lines And Two Diagonals Of Galvanised Steel Barbed Wire Weighting 9.38 Kg. Per 100 Metre, Strained And Fixed To Posts With G.I, Staples Including Fixing The Postsin Ground With 0.5 M X 0.5.M X 0.5 M. Block In C.C1:5:10 Etc 95 1 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. 96 1 Writing Letter Or Figures On Any Surface With Black Japan Paint ( Stops, Comas, Hyphens And The Like Not To Be Measured And Paid For Separately ) ( Ii ) Indian ( Letters / Figures ) 97 1 Providing Hitachi Excavator On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) 210 Hitachi Excavator 98 1 Cleaning The Slope Of Dam Within The Dam Boundary By Removing The Bushes, Shrubs, Girth And Small Trees Including Depositing The Materials As And Where Directed Up To 50 Mt. Lead And All Lift Etc. Complete. 99 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 150 Mm Dia 100 1 Dry Rolling Of Earth Work With Light Rollers ( Upto 2 Ton Capacity ) As Directed With All Lifts Etc. Complete. 101 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( A ) For Foundation 102 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( B ) For Staunching Rings / Coping And Stilling Basin Etc. 103 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( C ) For Walls, Including Top And Bottom Slab Of Outlet Sluice Etc Complete. 104 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-20 Grade ( A ) For Foundation 105 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-20 Grade ( B ) For Staunching Rings / Coping And Stilling Basin Etc. 106 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( A ) Pier Cap. ( Msa 40 Mm ) 107 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( B ) Deck Slab. ( Msa 40 Mm ) 108 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( C ) Main & Cross Girder. ( Msa 40 Mm )
