Annual Rates Of The Various Items For Maintenance, Repairs & New Works Of Botad Branch Canal Ch. 42.846 Km T ... in India

Work Detail

Annual Rates Of The Various Items For Maintenance, Repairs & New Works Of Botad Branch Canal Ch. 42.846 Km To 109.934 Km Under S.B.Canal Division No.3/1, Botad For One Year.- Jungle Clearance Of Specified Category And Bushes For Canal Work As Directed With Depositing Material Etc Complete. (Excluding Tree Of Girth Above 0.5 Mt.),Clearing The Canal By Cleaning/Removing The Thick Weed,Shrubs And All Other Vegitations Including Silt Upto 10Cm Thickness,Stones,Debris Etc With Cutting Hanging Branches Of Plants And Trees From Canal Bed And Inside Slopes Of Canal And Disposing It As Directed. A) For Canal Capacity Upto 2.00 Cusecs.,For Canal Capacity From 2.00 To 5.00 Cusecs.,For Canal Capacity From 5.00 To 10.00 Cusecs.,For Canal Capacity From 10.00 To 25.00 Cusecs.,For Canal Capacity From 25.00 To 50.00 Cusecs.,For Canal Capacity From 50.00 To 100.00 Cusecs.,For Canal Capacity From 100.00 To 200.00 Cusecs.,For Canal Capacity From 200.00 To 300.00 Cusecs.,For Canal Capacity From 300.00 To 400.00 Cusecs.,For Canal Capacity From 400 Cusecs And Above.,Clearing The Silt Deposited In Canal/Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Dipositing The Excavated Earth Regularly In Spoil Bank For Utilizing The Same For Preparing The Banks After Breaking Clods As And Where Directed. (A) Canals Above 500 Cusecs (For Dry Condition) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,(B) Canals Above 500 Cusecs ( For Slushy Condition) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,(C) Canals Of 250 To 500 Cusecs (For Dry Condition) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,(D) Canals Above 250 To 500 Cusecs ( For Slushy Condition ) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,(E) Canals Upto 250 Cusecs (For Dry Condition) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,(F) Canals Upto 250 Cusecs (For Slushy Condition) (I) 45 M. Lead And 1.5 M. Lift,(Ii) 45 M. Lead And 1.5 To 3.0M. Lift,(Iii) 45 M. Lead And 3.0 To 4.5 M. Lift,(Iv) 45 M. Lead And 4.5 To 6.0 M. Lift,Clearing The Silt / Debris From The Pipe Type Csy. / Box Type Csy/ Pipe Drain / Drainage Syphon For Drain / Canal By Digging The Same Including Depositing The Excavated Earth Debris Etc. For All Lead And Lift. (A) For Dry Condition,(B) For Slushy & Muddy Condition,Dismantling The Existing Cement Concrete Including Shorting Out The Dismanalled Stuff And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Comp. As And Where Directed.,Dismantling The R.C.C. Work And Disposing Off The Stuff Including Stacking Of The Useful Material Etc. Complete As Directed.,Excavation Of Canal In All Sorts Of Soil Including Yellow, Sand And Gravely Soils And Murrum Including Depositing The Excavated Stuff In Uniform Layers In Banks As And Where Directed Including Dressing The Section Etc. Complete For Lead Up To 50 M And Lift For Depth For Cutting As Under. (Canal Having Capacity Up To 1.50 Cumecs) (A) Lift 0.0 To 1.50 M Depth.,(B) Lift 1.5 To 3.00 M Depth.,(C) Lift 3.0 To 4.50 M Depth.,(D) Lift 4.50 To 6.0 M Depth.,Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Up To 500 M And With All Lifts. (Canal Having Capacity Less Than 8.50 Cumecs) (Including Cost Of Dewatering) (A) Above Water Table,(B)Below Water Table,Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Upto 1 Km And With All Lifts. (Canal Having Capacity Beyond 8.50 Cumecs)(Including Cost Of Dewatering) (A) Above Water Table,(B) Below Water Table,Excavation Of Canal Side Gutter In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Up To 500 M And With All Lifts.(Including Cost Of Dewatering) (A)Â Above Water Table,(B)Â Below Water Table,Earth Work In Embankment Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Royalty Charges, Conveying, Spreading In Uniform Layers, Breaking Clods And Dressing To The Designed Canal Section Etc. With Lead Upto 1 Km And All Lift.,Additional Rate For Conveying The Excavated Stuff Available From Canal Cutting And Borrow Area For All Lifts And Leads As Follows :- (A) Addition In Basic Charges For Lead Beyond 1 Km But Upto 2 Km,(B)Addition In Basic Charges For Lead Beyond 1 Km But Upto 3 Km,(C)Addition In Basic Charges For Lead Beyond 1 Km But Upto 4 Km,(D)Addition In Basic Charges For Lead Beyond 1 Km But Upto 5 Km,(E)Addition In Basic Charges Per Km For Lead Beyond 5 Km,Compaction Of Earth Work In Embankment In Uniform Layers At Requisite Moisture Content To Required Dry Density Including Watering, Rolling With Suitable Type Of Roller Of Specified Capacity Etc. Complete.,Providing & Fixing In Position Sign Boards Of Standard Size 0.45 M X 0.30 M With M.S.Angle 40Mmx 40Mm X6mm With 3Mm Thick Iron Plate,3 M Height In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X75cm Including Radium Paint On Both Side Etc. Complete.,Providing & Fixing In Position Canal Data Boards Of Standard Size 0.60 M X 0.45 M With M.S.Angle 40Mmx 40 Mm X 6 Mm With 3 Mm Thick Iron Plate,3 M Height In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X75cm Including Painting Existing Data On The Board Etc. Completed As Directed.,Providing & Fixing In Position Canal Data Boards Of Standard Size 1.20 M X 0.90 M With M.S.Angle 40Mmx 40Mm X6mm With 3Mm Thick Iron Plate,3 M Height In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X75cm Including Painting Existing Data On The Board Etc. Completed As Directed.,Providing And Supplying In Standard Length Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Water With Ring Fit Joint Including Cost Of Rings, As Per Is Specification No.4985/1988 Including All Local And Central Taxes, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores, And Including Cost Of Jointing Material Etc. Complete. (Test Pressure 4 Kg/Cm2) A) 125 Mm Dia,B) 140 Mm Dia,C) 160 Mm Dia,D) 180 Mm Dia,E) 200 Mm Dia,F) 225 Mm Dia,G) 250 Mm Dia,H) 280 Mm Dia,I) 315 Mm Dia,Lowering, Laying, Fixing And Jointing Pvc/Upvc Pipes And Specials Of Following Class And Diameter Including Cost Of Conveyance From Stores To Site Of Works Including Cost Of Labour, Material, Cement Solvent, Giving Satisfactory Hydraulic Testing As Per Isi Code. (A) 125 Mm Dia,B) 140 Mm Dia,C) 160 Mm Dia,D) 180 Mm Dia,E) 200 Mm Dia,F) 225 Mm Dia,G) 250 Mm Dia,H) 280 Mm Dia,I) 315 Mm Dia,Labour Charges For Repairing Of Leakage In Pvc/Upvc Pipeline Of Following Diameter At Different Places Including Necessary Excavation Manually Or By Mechanise Excavation, Dewatering Removing Of Mud, Cleaning Of Pipe And Leakage Portion, Cutting The Pipeline & Removing Piece Of Pipe From Trench With Inclusive Of Mechanical Devices Jcb, Hydra/Crain If Necessary & Labours Required With Providing Material Such Couplers, Solution Etc. Comp. (Incl. All Material But Exclu. Cost Of Pipe) A) 125 Mm Dia,B) 140 Mm Dia,C) 160 Mm Dia,D) 180 Mm Dia,E) 200 Mm Dia,F) 225 Mm Dia,G) 250 Mm Dia,H) 280 Mm Dia,I) 315 Mm Dia,Excavation For Foundation In All Sorts Of Soil Including Yellow Sandy Gravelly Soil, Soft & Hard Murrum Etc. Including Depositing The Excavated Stuff In Uniform Layers In Banks Or As And Where Directed Etc. Complete For Lead Upto 1 Km And All Lift. (Including Cost Of Dewatering) (By Machinery) (A) Above Water Table,(B) Below Water Table,Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff As And Where Directed Etc. Complete For Lead Upto 1 Km And All Lift. (Including Cost Of Dewatering) (By Machinary) (A) Above Water Table,(B) Below Water Table,Excavation For Foundation In Hard Rock Including Blasting And Chiseling If Necessary Sorting Out And Stacking Seperately The Usable Rubble, Depositing The Excavated Stuff As And Directed Including Back Filling Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 1 Km. And All Lifts. (Including Cost Of Dewatering) (By Machinary) (A) Above Water Table,(B) Below Water Table,Back Filling The Foundation Trenches Around The Structures Etc With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete.,Providing & Laying Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. (Manually With Conventional Mixer) For Foundation I) M 10 Grade (Cement Level -220 Kg),Providing & Laying Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. (Manually With Conventional Mixer) For Raft, Bottom Slab Of Barrel, Bottom Slab Of Sump, Approach Slab And Chute Floor Slab, Etc. ( I ) M 15 Grade.(Cement Level-240 Kg),( Ii ) M 20 Grade.(Cement Level-300 Kg),Providing & Laying Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. ( Manually With Conventional Mixer ) For Footing Of Columns Of Piers & Abutments, Piers, Abutments, Pier Cap, Abutment Cap, Wing Walls, Headwalls, Return Wall, Etc. ( I ) M 10 Grade.(Cement Level-220 Kg),( Ii ) M 15 Grade.(Cement Level-240 Kg),( Iii ) M 20 Grade.(Cement Level-300 Kg),Providing & Laying Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. (Manually With Conventional Mixer) For Walls Of Barrels, Breast Wall, Staunching Rings, Pedestals Of Bearing, Stop Log Piers, Well Staining, Transition Wall, Etc. ( I ) M 15 Grade.(Cement Level-240 Kg),( Ii ) M 20 Grade.(Cement Level-300 Kg),( Iii ) M 25 Grade.(Cement Level-300 Kg),Providing & Laying Plain Or Rainforced Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. For Roadway Slab, Kerb, Hoisting Platform, Top Slab Of Barrel, Etc. ( I ) M 15 Grade.(Cement Level-240 Kg),( Ii ) M 20 Grade.(Cement Level-300 Kg),( Iii ) M 25 Grade.(Cement Level-300 Kg),Providing & Placing In Position Reinforcement Bars Including Cutting, Bending, Welding Joints Where Necessary, Hooking Etc. Complete As Per Drawing For All Lead And Lifts. (A) Hysd Bar,(B) Tmt Bar,Providing And Fixing In Position ( Different Diameter ) I.S.,Np-3 Class Reinforced Pipe With Caulking The Joints With Cement Mortar 1:1 Proportion,Using Jute String Soaked In Cement Slurry, Finishing Joints And Laying Pipes To The Designed Grade And Levels,Curing Etc. Complete For All Leads And Lifts. (A) Np-3 Class 300 Mm Dia Pipe.,(B) Np-3 Class 450 Mm Dia Pipe.,(C) Np-3 Class 600 Mm Dia Pipe.,(D) Np-3 Class 750 Mm Dia Pipe.,(E) Np-3 Class 900 Mm Dia Pipe,(F) Np-3 Class 1050 Mm Dia Pipe.,(G) Np-3 Class 1200 Mm Dia Pipe.,Providing And Laying Dry Rubble Pitching Of 300 Mm Thickness To Required Grade Including Trimming Of Earth Work, Hand Packing The Interstices With Spauls, Filling Earth In Interstices Pannelling Complete For All Leads And Lifts.,Providing 300 Mm Thick Pucca Rubble Pitching In C.M. 1:5 Proportion With The Surface Pointed With Cement Mortar Of 1:3 Proportion Etc. Complete For All Leads And Lifts.,Providing And Fixing Post And 38 Mm Dia Pipe Railing As Per Detailed Drawing Including Angle Iron Post Of Size 80Mm X 50Mm X 10Mm Fixed In C.C. Block (1:3:6) Of Size 0.30 M X 0.30 M X 0.30 M Etc. As Per Specifications Including 3 Coats Of Oil Painting To Steel Work And As Directed Etc. Complete. (A) Three Rows,Providing And Filling Empty Gunny / Cement Bags With Soil/ Murrum Including Stitching, Placing, Dumping As And Where Directed Up To 500 M Lead With All Lifts. (A) Bags Filled With Soil/Murrum,Earth Filling In The Dismantled Lining Area Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Royalty Charges, Conveying, Spreading, Breaking Clods, Watering And Mannual Compaction ,Mannual Trimming Of The Canal Section For Preparing Sub Grade For Laying Cement Concrete Lining Etc. With Lead Upto 3 Km And All Lift.,Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete (C.C.) Lining In All Sorts Of Soil And Murrum Including Watering And Compacting Bed Etc. Complete.,Providing & Laying Plain/Reinforced Cement Concrete Lining Of M-15 Grade In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing And Including Dewatering Where Required. (Manually With Conventional Mixture) (With Water Curing In Bed & Membane Curing In Slope) (A) 7.5Cm Thick Linning In Bed (With Water Curing),(B) 10 Cm Thick Lining In Bed (With Water Curing),(C) 12.5 Cm Thick Lining In Bed (With Water Curing),(D) 15 Cm Thick Lining In Bed (With Water Curing),(E) 7.5Cm Thick Linning In Slope (With Membrane Curing),(F) 10 Cm Thick Lining In Slope (With Membrane Curing),(G) 12.5 Cm Thick Lining In Slope (With Membrane Curing),(H) 15 Cm Thick Lining In Slope (With Membrane Curing),Providing And Laying 20 Mm Wide Expansion Joints With Asphalt Filling On Canal Side Slopes And Bed At Specified Intervals As Per Drawing.,Filling The Crack Joint 25Mm X 30Mm Size (Average) In C.C. Lining By Chipping The Concrete Crack And Cleaning By Air Jet And Filling The Same With Cement Mortar 1: 2: 0.1 (1 Cement : 2 Sand :0.1 Lime) With Adding Additive Elasticity Mixture 20 Ml In 1.0 Kg Cement Including Smooth Finishing By Applying Cement Slurry And Curing With Curing Compound Etc.Complete.,Providing Hard Murrum On Canal Service Road Including Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Complete.,Consolidation Of Hard Murrum In Even Thickness Of 15 To 20 Cm Including Watering At Once & Rolling With Roller Of Suitable Capacity Etc. Complete As Directed.,Collecting, Carting And Stacking 40Mm To 63 Mm Size Metal (On Road Side) Including Filling The Standard Size Boxes As Directed.,Labour Charges For Spreading 40Mm To 63 Mm Size Metal ( On Road Side ) To The Required Grade And Camber Including Barreling Etc. Complete.,Collecting, Carting And Stacking Soft Murrum ( On Road Side ) Including Filling The Standard Size Boxes As Directed.,Labour Charges For Spreading Soft Murrum As Directed.,Consolidation Wbm Surface With Roller Including Watering Etc. Complete As Directed.,Drilling 100Mm Dia. Vertical Grout Hole In Required Pattern In Various Depth On Top Of Canal Bank By Means Of Dth Air Blowing Machine With Necessary Tools Including Labour Etc.,Plugging The 100Mm Dia. Vertical Grout Hole With Plugger Cement,Polymer And Admixture With 1.0 M Long 35 Mm Dia P.V.C. Pipe With Coupline Inserted In To The Grout Hole Etc.Complite As Directed.(Plugger Cement 8 Kg:Polymer 1 Ltr: Admixture 50 Gms.),Pressure Grouting Of 6.0 Kg /Cm2 Of Grout Mix By Cement, Polymer And Bentonite For Arresting Water Leakage From Syphon In The Grout Hole Of Inner Prism Of Canal And Top Of Canal Bank Including Cost Of Materials,Pumping,Dewatering, Mixing Etc. Complete As Directed.(Grout Mix :- Cement 50 Kg : Bentonite 50 Kg : Polymer 2 Lit : Instant Grout 5 Kg. ),Nipple Fixing Including Drilling The Holes Of Diameter 22 Mm.(Minimum 15 Mm Internal Diameter Of Nipples ) And 20Cm In Depth In Rcc/Pcc Irrigation Structures Componants Incl Fixing Of Nipple By Applying Prime Coat Done With Bis Quality Material Of Resin+Hardner Mixing Material & Quality That Works In Wetted Condition. Pointing Done With Water Plugging Bis Quality Material In First Coat And Aftter That Second Coat Done With Epoxy Base Putty Of Resin + Hardner Mixing (1 Part Resin + 1 Part Hardner + 8 Part Silica). And Sealing The Nipple Hole With Appropriate Material And Process After Grouting.,Grouting Done By Injection Process In Rcc/Pcc Irrigation Structures Componants Through Nipples With Pressure 3 To 7 Kg/Cm2 And As Per Instruction,With Materials (1 Bag Cement Of 50 Kg Of 53 Grade With Sika Latex Or Fbr Or Equivalent Quality 2 Lit + Sika 4A Or Equivalent Quality 1 Lit +Fl 40 Or Equivalent Quality 8 Kg + Fair Add Or Intra Plast Or Equavalant Quality 400 Grams With Sufficient Water For Easy Grout ).The Rate Includes Cost Of Materials, Labours Scaffolding, Equipments Etc. And Material To Be Used Of Bis Quality Only.,Supply Of Labour For Various Type Of Miscelleniuos Work A) Unskilled,B) Semiskilled,C) Skilled,Hire Charges For Providing, Operating, Maintaining Jcb Of 0.3 M3 Capacity Bucket. (A) For Emergency Repairing Works.,Hire Charges For Providing Operating, Maintaining Tractor With Hydraulic Trailor With Necessary Accessories Etc. Complete.,Hire Charges For Providing, Operating, Maintaining 10 Hp Water Pump With Necessary Accessories For Dewatering Etc. Complete.,Hire Charges For Providing, Operating And Maintaining Hydraulic Excavator Ex 200 Lc (Hitachi),Marking Of Scale For The Measurement Of Water Depth In Canal With Oil Paint And Writing Of Measuring Number On Side Slope Of Canal As Directed Etc. Complete. (Gauge Patta)

Contact Information

Other Detail