Rates Of Supplying , Stacking Materials, Hire Charges Of Various Machinery And Labour Work On Various Roads Of Uchchhal Taluka Dist- Tapi-1 Supplying And Stacking 40 Mm To 63 Mm Size Machine Crushed Stone Aggregate On Site Of Work As Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 2 Supplying And Stacking 25 Mm To 40 Mm Size Machine Crushed Stone Aggregate On Site Of Work As Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 3 Supplying And Stacking 40 Mm Size Machine Crushed Stone Aggregate On Site Of Work As Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 4 Supplying And Stacking 20 Mm Size Machine Crushed Stone Aggregate On Site Of Work As Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 5 Supplying And Stacking 10 Mm Size Machine Crushed Stone Aggregate On Site Of Work As Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 6 Supplying And Stacking Of 6 Mm To 10Mm Grit For Key Aggregate / Binding Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 7 Supplying And Stacking Rubble Stone On Site Of Work Per Specification Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc Complete. 8 Supplying And Stacking Of Stone Dust / Binding Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 9 Supplying And Stacking Of Quarry Spall Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 10 Supplying And Stacking Of Hard Murrum Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 11 Supplying And Stacking Of Fine Sand Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 12 Supplying And Stacking Of Yellow Earth / Murrum Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 13 Supplying And Stacking Of Unscreen Grevel Material On Road Side Including Filling The Measure Boxes Of Stadard Size With All Lead & Lift Etc Complete. 14 Supplying, Stacking, Spreading & Rolling Of Granular Sub Base Gr-Ii On Road Side By Providing Coarse Graded Machine Crushed B.T. Material Satisfying Most Specification Grading-2 With Approved Material Of ( 1 ) ( B.T. Stone Aggregate 26.5 To 4.75 Mm 75% And 2.36 Mm Below 25 % ) Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc. Complete. 15 Supplying, Stacking, Spreading & Rolling Of Wet Mix Macadam Base Course As Per Morth Specification Using Machine Crushed B.T. Chips As Per Required Gradation, Mixing With Required Optimum Quantity Of Water Including Filling The Measure Boxes Of Standard Size With All Lead & Lift Etc. Complete. 16 Spreading The Stone Aggregate For Soling And W.B.M. Including Filling The Interstices Forming The Surface To Required Camber And Gradinet. 17 Spreading Yellow Earth , Stone Dust, Grit, Sand, Grevel, Hard Murrum Etc. / Binding Or Road Crust Filling The Gaps In Metal And Levelling To Campber & Gradient As Directed. 18 Rolling And Consolidating Water Bound Macadam ( Except Laterite And Kankar ) Including Watering Not Exceeding 150Mm Thickness ( Main Layer Including Binding Materials ) Including Filling In Depressions Which Occur During The Process. ( A ) With Power Roller Exceeding 8 Tonne And Not Exceeding 12 Tonne. 19 Earthwork For Embankment Including Breaking Clods, Dressing With All Lead And Lift ( Including Rolling, Watering And Consolidation ) ( A ) From Borrow Pits Within Land Width 20 Earthwork For Embankment Including Breaking Clods, Dressing With All Lead And Lift ( Including Rolling, Watering And Consolidation ) ( A ) From Borrow Pits With All Lead And Lift 21 Earthwork In Cutting In All Sorts Of Soil And Soft Murrum Including Conveying And Putting The Stuff In Spoil Bank Maintaining Minimum Distance Of Five Meter Between Top Edge And Cutting And Toe Of Spoil Bank. 22 Rolling & Watering Of Earthwork In Layers With Power Roller Including Filling In Depressions Which Occur During The Process. ( More Than 10 Ton ) 23 Excavation For Foundation Upto 1.5 M Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Off The Excavated Stuff Upto 50 Meter Lead. ( A ) Loose Or Soft Soil 24 Excavation For Foundation Upto 1.5M. Depth Including Sorting Out And Stacking Of Useful Materials And Disposing Of The Excavated Stuff Upto 50 Meter Lead. ( B ) Dence Hard Soil.. 25 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials By Mechanical Means In Area Of Light Jungle ( By Used Jcb ) 26 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation Grass Bushes, Shrubs, Sapling And Trees Girth Up To 300 Mm Removal Of Stumps Of Trees Cut Earlier And Disposal Of Unserviceable Materials . By Manual Means In Area Of Light Jungle Supplying And Fixing Reinforced Concrete Heavy Duty Nonpressure Pipes With Collars For Culverts Including Setting Joining The Pipes In C.M. 1:2 Watering And Laying ( To Level Slops Of I.S. 458 / 1971 Class Np3 Casted By Vertically Vibrated Technology Of Following Internal Diameter. ( A ) 300 Mm ( B ) 450 Mm ( C ) 600Mm ( D ) 900 Mm ( E ) 1000 Mm ( F ) 1200 Mm 28 Brickwork Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg. / Sq.Cm. In Foundation And Plinth & Super Structure In Cement Mortar 1:6 ( 1- Cement : 6 -Fine Sand ) ( B ) Conventional 29 Brickwork Using Common Burnt Clay Building Bricks Having Crushing Strength Not Less Than 35 Kg. / Sq.Cm. In Foundation And Plinth & Super Structure In Cement Mortar 1:6 ( 1- Cement : 6 -Fine Sand ) In Superstructure Above Plinth Level Upto Floor To Level ( B ) Conventional Providing Cement Plaster In Single Coat On Brick / Concrete Walls For Plastering Upto Floor Two Level And Finished Even And Smooth In ( A ) 10 Mm ( 1 :4 ) With Smooth Slurry ( B ) 15 Mm ( 1 :4 ) With Smooth Slurry ( C ) 20 Mm ( 1 :4 ) Sand Face Plaster 31 Supplying And Stacking Common Burnt Clay Brick Conevetional On Site Of Work As Per Specification Including Loading Unloading With All Lead & Lift Etc.Complete. 32 Supling Of Labour On Various Site Of All Type Of Work With Necessary Equipment Etc Compelted As Per Engineer In Charge. 33 Supling Of Mason On Various Site Of All Type Of Work With Necessary Equipment Etc Compelted As Per Engineer In Charge. 34 Hire Charges For Jcb Including Own Jcb Machine , Fule, , Opretor Etc. Complete. 35 Hire Charges For Tractor ( Excavator ) Including Owntractor ( Excavator ) Machine , Fule, Oil , Opretor Etc. Complete. 36 Hire Charges For Tractor Trolly With Pawada Including Own Tractor Trolly With Pawada Machine , Fule, Oil , Opretor Etc. Complete. 37 Hire Charges For Dumpuer / Tripper For Av.Lead Of 50 Km. With Pawada Including Own Dumpuer / Tripper Machine , Fule, Oil , Opretor Etc. Complete. 38 Hire Charges For Water Tanker ( 10000 Liter Capesity ) Including Own Water Tanker ( 10000 Liter ) Machine , Fule, , Opretor Etc. Complete. 39 Hire Charges For Water Tanker ( 5000 Liter Capesity ) Including Own Water Tanker ( 5000 Liter ) Machine , Fule, Oil , Opretor Etc. Complete. 40 Hire Charges For Power Roller 8 To 10 Mtonne. Including Own Power Roller 8 To 10 Mtonne. Machine , Fule, Oil , Opretor Etc. Complete. 41 Hire Charges For Vibreter Roller 8 To 10 Mtonne. Including Own Power Roller 8 To 10 Mtonne. Machine , Fule, Oil , Opretor Etc. Complete. 42 Providing And Laying Cement Concrete 1:2:4 ( 1- Cement Coarse Sand : 4 Graded Stone Aggregates 20 Mm Nominal Size ) And Curing , Including Formwork Etc. Complete ( Foundation & Plinth ) 27 30 43 Providing And Laying Cement Concrete Work 1 : 3: 6 ( 1- Cement : 3-Coarse Sand : 6- Graded Stone Aggregates 40 Mm Nominal Size ) And Curing Complete 44 Providing And Laying Cement Concrete Work 1 : 4: 8 ( 1- Cement : 4-Coarse Sand : 8- Graded Stone Aggregates 40 Mm Nominal Size ) And Curing , Including Formwork Etc. Complete 45 Providing And Fixing Ordinary Kilometer Stone Of Precast C.C. 1:2:4 Including Necessary Reinforcement As Per I.R.C. Type Design In C.C. 1:4:8 Including Painting, Lettering Etc. Complete ( For O.D. Road V.R. ) 46 Providing And Fixing Hectometer As Per I.R.C. Type Design Including Painting, Lettering Etc. Complete. ( Ii ) Fixing In C.C. 1:5:10 47 Providing And Fixing Guard Stone As Per I.R.C. Type Design Including White Washing Etc. Complete. ( Ii ) Fixing In C.C. 1:5:10 48 Pinting And Lettering With Enamel Paint 3- Coats Etc Complete. ( Vi ) Village Name Board. 49 Pinting And Lettering With Enamel Paint 3- Coats Etc Complete. ( Vi ) Junction Board. 50 Providing & Applying Geru Chuno On Tree Trunk Including Including Labour Material Painting Etc.Completed ( A ) Up To 0.3 Mt Dia. 51 Providing & Applying Geru Chuno On Tree Trunk Including Including Labour Material Painting Etc.Completed ( B ) Above 0.3 Mt Dia. 52 Providing & Laying Bituminious Base Course 37.5 Mm Thick Compacted In Single Layer Asphalt Vg-10 Grade At 1.99 % By Weight Of Mix For Mixing And 2.5Kg / 10 Smt Asphalt Vg- 10 For Tack Coat & Using B.T. Chips Of Required Gradation Including Cleaning And Heating Asphalt, Premix Material By Drum Mix Process In Proper Gradation And Laying With Manual Finish Including Rolling And Consolidation With 8-10 Tonne Vibratory Roller And Providing All Material Equipment, Tools, And Plants, Fire Wood, Oil, Kerosene Labour Charges Etc. Complete Using Contractors Own Machinaries And Mannual Finish Etc. Complete. ( Manual Finish ) 53 Providing, Laying & Rolling 37.5 Mm Compacted Thick B.M. In One Layer With B.T. Aggregate As Specified And Using Bitumen Vg10 For Tack Coat At The Rate Of 2.5Kg / 10Sqm And Using Bitumen Vg10 For Mixing With Aggregate At The Rate Of 3.4% I.E. 34Kg / M.T. Of Total Mix Including Heating And Mixing In Drum Mix Plant And Transporting Spreading The Same By Mannual Finish And Cosolidation With Vibratory Roller Including Necessary Firewood, Oil, Lubricants, Labour Charges, Using Contractors Own Machineries And Eqipment, Tools Etc.Complete In Accordance With The Requirement Of Specification. ( Manual Finish ) 54 Providing, Laying 25Mm Thick Compacted Bituminous Carpet Considering 0.66 Cmt. / 10Smt. Stone Chips For One M.Ton As Per Specification, Using The Asphalt At Rate 33.60 Kg / M.Ton ( I.E. 3.36% By Weight Of Total Mix ) For Mixing And Asphalt For Tack Coat At Rate 2.5 Kg / 10Sq.Mt. Including Heating And Mixing The Asphalt And Stone Aggregates By Continuous Batching Of Drum Mix Plant And Transporting And Spreading The Same By Mannual Finish And Consoli-Dation With Vibratory Roller With Necessary Equipments Oil, Kerosene, Fire Wood Labour Charges Etc Comp.With Contractors Own Machineries And Equipment Tools Etc. Complete In Accordance With The Requirement. ( Manual Finish ) 55 Providing & Laying Seal Coat With B.T. Agg. As Specifed Using Agg. At The Rate Of 0.24 Cu.Mt / 10Sq.Mt.And Bitumen Vg-10 For Mixing Agg. At The Rate Of 4.50% I.E. 45.00 Kg / M.T. And 2.5Kg / 10 Smt Asphalt Vg-10 For Tack Coat Including Heating & Mixing In Hot / Drum Mix Plant & Transporting & Sreading The Same By Manual Finish & Consolidation With Vibratory Roller Incl. Necessary Firewoood, Oil, Lubricants, Labour Charges Etc. Using Contractors Own Drum Mix Plant, Machineries & Equipment, Tools Etc. Complete In Accordance With The Requirement Of Specification. ( Manual Laying ) 56 Providing And Laying Mix Seal Surfacing 20 Mm Thick On Previously Laid Bituminious Base Course Surface As Wearing Course With Specified Graded Machine Crushed Aggregate Premixed With Biltuminious Binder 51 Kg / M.T. & 2.50Kg / Sq.Mt. Asphalt Vg-10 For Tack Coat Of Total Mix In A Drum Mix Plant Transporting The Mixed Material By Tripper And Laying With Manual Finish To The Road Level And Rolling With Power Roller Of 8- 10 Tonne Including Cost Of Carrying Of Materials And Necessary Firewood Oil. Lubricants.Labour Charges Etc. Using Contractors Own Drum Mix Plant, Machinaries And Equipment Tool Etc. Completed In Accordance With The Requirement Of Specification. ( Manual Finish ) 57 Providing And Laying Asphalt Painting On B.T. Surface With Bitumen Vg-10 At Rate 5.00Kg / 10Sq.Mt. And Spreading Stone Dust For Painting Surface At Rate Of 0.03 Cu.Mt. / 10 Sq.Mt 58 Providing And Fixing In Position Fe 500D Tmt Bar Reinforement Including Cutting, Bending And Tying Complete As Per Detailed Drawings. ( A ) R.C.C. Kerb. ( B ) R.C.C. Footpath. ( C ) R.C.C. Approch Slab. ( D ) Wearing Coat. 59 Providing And Casting In Situ Ordinary Cement Concrete M- 200 For Average 100 Mm Thick Wearing Coat Laid As Directed Including Temping Vibra-Ting Finishing Curring And Filling In Joints With Bitumen Etc Complete. 60 Demolition Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( I ) R.C.C. Work 61 Demolition Of Brick Work And Stone Masonry Including Stacking Of Serviceable Materilas And Disposal Of Unserviceable Materials With All Lead And Lift. ( Ii ) In Cement
