Unit Rate Of Different Items Of Carried Out Under Controlled Of Dahod Irrigation Division Dahod For One Year-1Removing And Destroying The Thick Ghabajaria, Etc From The Canal / Drain Bed Under The Water Pool Ind. Cutting Carrying It Away As Directed And Burning The Same Etc. Complete1 ( A ) Canal Below 0.56 Cumecs. ( 20 Cusecs ) . 1 ( B ) Canal Between 0.56 To 7.07 Cumecs. ( 21 To 250 Cusecs ) . 1 ( C ) Above 7.07 Cumecs. ( 250 Cusecs ) Item No-2Clearing The Silt / Debries From The Pipe Culvert / Syphon / Syphon Well. Under Ground Pipe Drain / Box Drain For Drain / Canal By Digging The Same Including Depositing The Excavated Earth / Debries Etc. For All Leads And Lift. 1 ( A ) For Pipe Culvert / Syphon. ( I ) Upto 900 Mm Dia. Pipe. 1 ( B ) For Pipe Culvert / Syphon. ( Ii ) Above 900 Mm Dia. Pipe. 1 ( C ) For Syphon Well / Chamber. ( I ) Upto 900 Mm Dia. Pipe. 1 ( D ) For Syphon Well / Chamber. ( Ii ) Above 900 Mm Dia.Pipe. 1 ( E ) For Under Ground Pipe Drain / Box Drain. ( I ) Upto 900 Mm Dia. Pipe. 1 ( F ) For Under Ground Pipe Drain / Box Drain. ( Ii ) Above 900 Mm Dia.Pipe. Item No-3Clearing The Slit From The Canal / Drain Bed By A Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing The Same Preparing The Banks After Breaking Clods As And Where Directed For All Lead And Lifts. 1 ( A ) ( Ii ) For Canals Below 0.56 Cumecs. ( 20 Cusecs ) . 0 To 1.5 M Lift. 1 ( A ) ( Ii ) For Canals Below 0.56 Cumecs. ( 20 Cusecs ) . For Every Additional Lift Of 1.5 M Or Part There Of. 1 ( B ) ( I ) For Canals Between 0.56 To 7.07 Cumecs. ( 21 To 250 Cusecs ) . 0 To 1.5 M Lift. 1 ( B ) ( Ii ) For Canals Between 0.56 To 7.07 Cumecs. ( 21 To 250 Cusecs ) . For Every Additional Lift Of 1.5 M Or Part There Of. 1 ( C ) ( I ) For Canals Above 7.07 Cumecs ( 250 Cusecs ) . 0 To 1.5 M Lift. 1 ( C ) ( Ii ) For Canals Above 7.07 Cumecs ( 250 Cusecs ) . For Every Additional Lift Of 1.5 M Or Part There Of. 1 ( D ) ( I ) For Main Drains 0 To 1.5 M Lift. 1 ( D ) ( Ii ) For Lateral & Sub-Lateral Drains. 0 To 1.5 M Lift. 1 ( D ) ( Iii ) For Drains. For Every Additional Lift Of 1.5 M Or Part There Of. Item No-4Earth Work In Embankment Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Conveying, Spreading In Uniform Layers, Breaking Clods And Dressing To The Designed Canal Section Etc. With Lead Upto 50 M And All Lifts. ( By Manually ) 1 ( A ) Lift 0.0 To 1.50 M Depth. Up To 1.5 Cumecs ( 50 Cusec ) 1 ( B ) Lift 0.0 To 1.50 M Depth. Above 1.5 Cumecs ( 50 Cusec ) 1 For Each Additional Lift Of 1.5 M For ( A ) & ( B ) 1 Item No-5Compaction Of Earth Work In Embankment Above Key & In Dowel, In Uniform Layers At Requisite Moisture Content To Required Dry Density Including Watering, Rolling With Suitable Type Of Roller Etc. Complete. Item No-6Excavation 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 Upto 50 M And Lift For Depth For Cutting As Under ( Manually ) Canal Having Capacity Below 0.15 Cumecs ( 5 Cusecs ) 1 ( A ) Lift 0.0 To 1.50 M Depth. 1 ( B ) Lift 1.5 To 3.00 M Depth. 1 ( C ) Lift 3.0 To 4.50 M Depth. 1 ( D ) Lift 4.50 To 6.00 M Depth. 1 ( E ) For Each Additional Lift Of 1.5 M. Item No-7Providing And 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 Including Dewatering Where Required. ( Manually With Conventional Mixer ) 1 ( A ) 7.5 Cm Thick Lining In Bed - With Water Curing. 1 Item No-8Providing And Laying Plain Cement Concrete Lining Of Using Crushed Stone Aggregate M-15 Grade In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Including Dewatering Where Required. 5 Cm. Thick Lining In Bed & Slope With Water Curing Item No-9Providing And Laying Uncoarsed Rubble Masonary In Ordinary Portland Cement Mortar 1:5 Proportion In Super Structure Including Scaffolding, Racking Out Joints, Curing Etc. Complete For All Leads And Lifts. Item No-10Providing And Fixing In Position ( Different Diameter ) Np2 R.C.C. Pipe With Collar Including Filling And Caulking The Joints With Cement Mortar 1:1 Proportion, Finishing To Design Grade And Level Curing Etc. Complete For All Leads And Lifts. ( A ) Np-2 Class 225 Mm Dia Pipe. ( B ) Np-2 Class 300 Mm Dia Pipe. ( C ) Np-2 Class 450 Mm Dia Pipe. ( D ) Np-2 Class 600 Mm Dia Pipe. ( E ) Np-2 Class 800 Mm Dia Pipe. ( F ) Np-2 Class 900 Mm Dia Pipe. ( G ) Np-2 Class 1100 Mm Dia Pipe. ( H ) Np-2 Class 1200 Mm Dia Pipe.1 Item No-11Excavation In All Sorts Of Soil .By Machinery Including Preparing Road Etc.Comp. ( Where Qty Can Not Be Measured ) . 1 Item No-12Excavation In All Sorts Of Soil .By Machinery Including Preparing Road Etc.Comp. ( Where Qty Can Not Be Measured ) . 1 Item No-13Hire Charge For Oil Engine ( Sor Kpc Year P.No.25 I.No.21 ) 1 Item No-14Providing And Laying Empty Cement Bags With Good Selected Earth Including Stitching And Laying As And Where Required. ( Polywoven Bag Of 50 Kg Capacity ) 1 Item No-15Filling In Foundation With Concrete Of Cement, Sand And Kapachi In M-10 ( Equivalent To Cement Concrete Of 1:3:6 ) Grade Including Tamping, Watering And Curing, Smooth Finishing Where Required Etc. Complete For Lead 50 Mt. And Lift 2.50 Mt. Item No-16Providing And Laying M-15 Grade Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand And Coarse Aggregate Including Centering, Shuttering, Batching, Mixing Transporting, Placing, Vibrating Curing Etc. Complete. M-15 1 ( A ) With Water Curing 1 ( B ) With Membrane Curing 1 Item No-17Providing & Placing In Position Reinforcement Bars Including Cutting, Bending, Welding Joints Where Necessary, Hooking Etc. Complete As Per Drawing For All Lead And Lifts. Tmt / Crs Item No-18Providing And Laying Dry Rubble Pitching Of Various 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. 1 ( A ) 300 Mm Thick 1 ( B ) 450 Mm Thick 1 ( C ) 600 Mm Thick Item No-19Painting Gauze Patta Of Following Width On Masonary Or Concrete Surface With Characters Painted With Oil Paint Of Specified Colour And Quality In Distinct Colour Over Pre Painted Dried Surface In Two Coats As Directed Etc. Complete. 1 10 Cm 1 15 Cm 1 30 Cm 1 Item No-20Providing And Laying Graded Filter Of Specified Materials In Uniform Layer As Per Design Incl. Watering Etc.Complete.Item No-21Clearing The Canal Land Width Including Removing The Trees Up To 0.50 M. Girth, Bushes Shrubs Etc. Including Depositing The Materials Outside The Canal Land Width As Directed Etc. Complete. Item No-22Cutting Down The Trees Of Different Girths, ( At 45 Cm Above G.L. ) Including Removing & Grubbing Roots Below Ground Leval Within The Canal Boundary Including Stacking The Wood Outside The Canal Boundary As Directed Etc. Complete. ( A ) Girth Above 0.50 & Upto 1.00 M ( B ) Girth Above 1.00 & Upto 1.50 M ( C ) Girth Above 1.50 & Upto 2.00 M ( D ) Girth Above 2.00 & Upto 3.00 M Item No-23Filling In Foundation With Concrete Of Cement, Sand And Metal In M-7.5 ( Equivalent To Cement Concrete Of 1:4:8 ) Grade Including Tamping, Watering And Curing, Smooth Finishing Where Required Etc. Complete For All Lead And Lift. Item No-24Excavation For Foundation Trenches In All Sorts Of Soil Sand Clay, Hard Clay, Soft Murrum Including Shoring, Strutting And Depositing The Excavated Stuff, Refilling The Remaining Excavated Trenches Upto G.L. As And Where Directed Within Lead Of 50 M. Etc. Comp. As Directed ( By Manually ) ( A ) Upto 1.50 M Depth ( B ) 1.50 M To 3.00 M Depth ( C ) 3.00 M To 4.50 M Depth ( D ) 4.50 M To 6.00 M Depth ( E ) For Every Additional Depth Of 1.50 M Or Part Thereof Item No-25Excavation For Foundation In All Sorts Of Soil Including Yellow Sandy Gravelly Soils , Soft & Hard Murrum Etc. In Dry Condition Including Depositing The Excavated Stuff In Uniform Layers In Banks Or As And Where Directed Etc. Complete For Lead Upto 500 M And All Lifts ( By Machinary ) ( A ) Excluding Dewatering. ( B ) Including Dewatering. Item No-26Excavation For Foundation In Soft Rock Including Depositing The Excavated Material As Directed Within A Lead Of 100 M And Stacking The Material Nearly In Uniform Stacks Etc. Complete. ( Manually ) ( A ) Upto 1.50 M Depth ( B ) 1.50 M To 3.00 M Depth ( C ) 3.00 M To 4.50 M Depth ( D ) 4.50 M To 6.00 M Depth ( E ) For Every Additional Depth Of 1.50 M Or Part Thereof Item No-27Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff As And Where Directed Etc. Complete For Lead Upto 500 M And All Lift. ( Machinery ) ( A ) Excluding Dewatering. ( B ) Including Dewatering.Item No-28Excavation Of Foundation In Hard Rock Upto 3 M Depth Including Blasting And Chiselling In Necessary Sorting Out And Stacking Separately The Usable Rubble, Depositing The Excavated Stuff As And Where Directed, Back Filling The Trenches With Suitable Excavated Stuff Etc. Comp. For Lead Of 50 M And All Lift ( Manually ) Item No.29Excavation 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. Comp. For Lead Upto 500 M And All Lift ( Machinary ) ( A ) Excluding Dewatering. ( B ) Including Dewatering. Item No-30Dewatering During Excavation Of Canals, Drains, Foundation Trenches Etc. By Using Pumps Of Suitable Capacity Either Diesel Or Elecrical Driven Including Cost Of Labour, Pipes Etc. For Delivery Distance Beyond 100 M. ( By Machinery ) Item No-31Back Filling The Foundation Trenches Around The Structures Etc With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. ( By Machinery ) Item No-32Back Filling With The Selected Earth, From Outside Borrowpits Including Spreading In Uniform Layers Of Specified Thickness, Dressing, Breaking Clods, Removing Roots, Watering At Optimum Moisture Content , Rolling With Suitable Type Of Roller For All Lifts And Leads Upto 1 Km Etc. Comp. ( By Manually ) Item No-33Providing 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. Comp. For All Leads And Lifts. ( A ) Np-3 Class 300 Mm Dia Pipe. ( B ) Np-3 Class 450 Mm Dia Pipe. © 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 1100 Mm Dia Pipe. ( G ) Np-3 Class 1200 Mm Dia Pipe. Item No- 34Providing And Laying Burnt Brick Masonary In Foundation Ordinary Portland Cement Mortar 1:6 Proportion Including Racking Out Joints Upto 1 Cm. Depth Curing Etc. Complete For All Leads And Lifts. Item No-35Providing And Laying Burnt Brick Masonary In Foundation Ordinary Portland Cement Mortar 1:5 Proportion Including, Curing Etc. Complete For All Leads And Lifts.Item No-36Providing And Laying Burnt Brick Masonary For Super Structure With Ordinary Portland Cement Mortar 1:6 Proportion Including Providing Scaffolding Racking Out Joints Curing Etc. Complete For All Leads And Lifts. Item No-37Providing And Laying Burnt Brick Masonary For Super Structure With Ordinary Portland Cement Mortar 1:5 Proportion Including Providing Scaffolding Racking Out Joints Curing Etc. Complete For All Leads And Lifts. Item No-38Providing Cement Plaster In Thickness And Proportion As Under Including, Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts. A ) Cement Mortar 1:3 Proportion. A ) 20 Mm Thick. B ) 12 Mm Thick. B ) Cement Mortar 1:2 Proportion. A ) 20 Mm Thick. B ) 12 Mm Thick. Item No-39Providing 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. Item No-40Providing Cement Mortar Pointing To The Masonary In Proportion As Under Including, Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts. A ) Cement Mortar 1:2 Proportion. B ) Cement Mortar 1:1 Proportion. Item No-41Providing And Laying 75 Mm Thick Wearing Coat Of Ordinary Portland Cement Concrete M-15 Grade Including Laying In Proper Camber, Tamping, Screening Finishing, Brooming Or Grooving Etc.. Complete For All Leads And Lifts. A ) Manually With Conventional Mixer. B ) Machinery Based Item No-42Providing And Fixing M. S. Steel Grill With Angle Frame For Head Reagulator Including Fixing Arrangment Supports. Etc. As Per Design, Oil Painting With One Coat Of Primer And Two Coat Of Approved Oil Paint Etc. Complete Item No-43Providing And Fixing Steel Grill Over Canal Syphon Well As Directed Etc. Complete As Per Drawing. Item No-44Special Treatment To Pipe Joint Including Racking Out Old Martar And Refilling The Joints With Rich Mortar In Prop. 1:2 Etc. Comp. For Inner Side. A ) For 900 Mm.Dia. Pipe B ) For 1050 Mm.Dia. Pipe © For 1200 Mm.Dia. Pipe D ) For 1500 Mm.Dia. Pipeitem No-45Special Treatment To Pipe Joint Including Opening The Joint Dismentalling Of Concrete & Pipe Collar, Refilling The Pipe Joints With Rich Concrete Mix Etc. Comp. ( Outer Side ) Special Treatment To Pipe Joint Including Opening The Joint ( A ) For 450 Mm.Dia. Pipe ( B ) For 600 Mm.Dia. Pipe © For 900 Mm.Dia. Pipe ( D ) For 1050 Mm.Dia. Pipe ( E ) For 1200 Mm.Dia. Pipe ( F ) For 1500 Mm.Dia. Pipe Item No-46Trimming 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. Item No-47Dismantling The Existing Stone Masonry Including Sorting Out And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Complete As Directed. In Cement Mortar Item No-48Dismantling The Existing Brick Masonry Including Sorting Out And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Complete As Directed. In Cement Mortar Item No-49Dismantling The Existing Foundation Concrete Including Sorting Out The Dismentalled Stuff And Stacking The Useful Material, Removing The Debries And Making Good The Damages Etc. Complete As And Where Directed. Cement Concrete Item No-50Dismantling The R.C.C. Work And Disposing Off The Stuff Including Stacking Of The Useful Materials Etc. Complete As Directed. ( A ) Light Reinforcement ( Main Bar Upto 16 Mm Dia ) ( B ) Heavy Reinforcement ( Main Bar Above 16 Mm Dia ) Item No-51Dismantling The Existing R.C.C. Pipes Including Sorting Out And Stacking Of The Useful Materials Of The Following Diameters Including Refilling The Trenches Etc. Complete As Directed. ( I ) Np_2 Pipes ( A ) 150 Mm To 400 Mm. ( B ) 450 Mm To 600 Mm © 650 Mm To 900 Mm. ( D ) 1000 Mm To 1200 Mm ( E ) Above 1200 Mm. ( Ii ) I.R.S. Pipe ( A ) 450 Mm To 600 Mm. ( B ) 650 Mm To 900 Mm. © 1000 Mm To 1600 Mm Item No-52Demolishing Flooring Including Bedding Removing The Debries Including Sorting Out Materials And Stacking The Useful Materials Separately As And Where Directed And Removing The Rubbish Etc. Complete And Making Good The Damages As Directed. ( A ) Indian Pattern Stone ( B ) Brick Paving 1 © Stone Paving 1 ( D ) Cement Tiles 1 Item No-53Scrapping Out The Old Plaster And Cleaning The Surface Including Racking Out The Joints 20 Mm. Deep. 1 Item No-54Providing Sand Faced Cement Plaster 13 Mm Thick In C.M. 1:3 Including Watering, Finishing, Scaffolding, Curring Etc.Complete. 1 Item No-55Providing Single Coat Of Rough Plaster 13 Mm Thick In C.M. 1:3 Including Watering, Finishing, Scaffolding, Curing Etc.Complete. Item No-56Cleaning Of Under Ground Pipe Line Of Following Diameter, Cleaning & Removing Silt, Debris, Vegetation, Washing To Make It Fit For Working Condition. 1 ( A ) 225 Mm Dia 1 ( B ) 300 Mm Dia 1 ( C ) 450 Mm Dia 1 Item No-57Providing Hard Murrum On Canal Service Road Including Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Complete. 1 Item No-58Filling In Foundation With Concrete Of Cement, Sand And Gravel In M.10 ( Equivalent To Cement Concrete Of 1:3:6 ) Grade Including Tamping, Watering And Curing, Smooth Finishing Where Required Etc. Complete For Lead 50 Mt. And Lift 2.50 Mt. 1 Item No-59Plain Cement Concrete Of Cement Sand And Metal ( Unvibrated ) In 1:2:4 Proportion Laid In Situ Including Temping Smooth Finishing Watering And Curing For Lead Upto 50 M. And Lift Upto 1.5 M. Item No-60Providing And Laying M-20 Grade Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand And Coarse Aggregate Including Centering, Shuttering, Batching, Mixing Trasporting, Placing, Vibrating Curing Etc. Complete. M-20 1 ( A ) With Water Curing 1 ( B ) With Membrane Curing 1 Item No.61 Finishing Wall With Water Proofing Cement Paint Of An Undecorated Wall Surfaces ( Two Coats ) To Give An Approved Brand And Manufacture And Of Required Shape, Even Shade After Thoroughly Brushing The Surface To Remove. 1 Item No-62Removing Dry Or Oil Bound Distemper By Washing Scraping And Sand Papering The Wall Surface Smooth Including Necessary Repairs To Scratches Complete. Item No-63Distempering ( Two Coats ) With Oil Bound Distemper Of Approved Brand And Manufacture And Of Required Shade On Undecorated Wall Surfaces To Give An Even Shade, Over And Including A Priming Coat With Distemper Primer Of Approved Brand And Manufacture After Thoroughly Brushing The Surface Free From Mortar Droppings And Other Foreign Matter And Also Including Preparing The Surface Even And Sand Papered Smooth. Item No-64Applying Priming Coat Over New Steel And Other Metal Surfaces After And Including Preparing The Surface By Thoroughly Cleaning Oil, Grease, Dirt And Other Foreign Matter And Secured With Brushes, Fine Steel, Wool Scrapers And Sand Paper, With Ready Mixed Priming Paint, Brushing Red Lead. Item No-65Painting Two Coats ( Excluding Priming Coat ) On New Steel And Other Metal Surfaces With Synthetic Enamel Paints, Brushing To Give An Even Shade Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter. Item No-66 Clearing The Tank / Canal Bed, Inner And Outer Slope Including Removing The Trees Up To 0.50M Girth, Bushes, Shrub Etc. Complete Including Depositing The Materials Outside The Bank Of Tank / Canal As Directed Etc. Complete With All Lead And Lift.
