To Obtain Item Rate For Construction Work In The Financial Year 2024-25.- 1 Excavation In Soil Mixed With Moorum / Shingle, Kankar Requiring The Use Of Special Tools & Plant Such As Pick Axes Sabbals Etc.Foundation In Ordinary Soil ( Loam, Cley Or Sand ) Including, Lift Up To 1.50 M And Lead Up To 30 M And Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. Including Royalty. 2 E / W Cutting In Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5M Lift And 30 M Lead. The Earth In Form Of Cutting ( B ) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Including Royalty 9.00 Cum. 3 Supply And Laying Of Earthen / Local Sand Filled Bag For Retaining Wall Purpose Including All Material Labor T&P Etc. All Complete. 4 Providing Of 8Hp Diesel Pump For Dewatering Of Nala With Pump, Driver Etc. All Complete. 5 Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component ( Material Will Be Property Of Contractor After Dismantling ) . 6 Dismantling Of R.C.C. / R.B Work Including Stacking Of Material As Directed By E / Ic Within Distance Of 60 Meters. 7 Dismantling Brick Work Or Stone Work In Lime Or Cement Mortar And Including Stacking Of Material As Directed By E / Ic With In A Distance Of 60 Meters ( 200 Feet ) But Mud Mortar. 8 Dismantling Of Old Interlocking Tiles Pavement Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. 9 Removal Of Sludge, Kankar, Brick Bats, Organic Or Inorganic Material In Faul Position Or In Liquid Mud Including Lead 30M And 3.00 Meter Lift With Specials T&P Labour Etc. All Complete. 10 Cartage Of Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labor T&P Including Cartage Of 8 Km. 11 Cartage Of Earth And Malva Up To 8Km Distance Including Loading & Unloading Etc. All Complete. 12 Earth Work Filling In Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5M Lift And 30 M Lead. The Earth In Form Of Cutting ( B ) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Including Royalty 9.00 Cum. Including Cartage Of Earth Up To 8 Km Lead. 13 Providing And Laying Cement Concrete In 1:5:10 ( 1 Cement :5 Fine Sand :10 Stone Ballast 40 Mm Guages ) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. 14 M-150 Brick Work In 1:4 With Cement And Coarse Sand Including Supply Of All Material, Labor T & P Etc. Required For Proper Completion Of Work. 15 12Mm Thick Cement Plaster In Single Coat Of Fair Side Of Single Of Half Brick Wall For Interior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers And Rounded Angles Not Including 80Mm In Girth And Finished Even And Smooth. No Extra For Missing Any Additive. 1 Cement : 4 Coarse Sand. 16 Providing And Laying Cement Concrete In 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone ) Aggregate ( 20 Mm Nominal Size ) And Cutting Complete Including Cost Of Form Work. In Foundation And Floors. 17 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-30 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying Including The Cost Of Centering, Shuttering, Finishing And But Excluding Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retarder For Setting Of Concrete / Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. Note- Cement Concrete Considered In This Item Is @ 330Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Payable Or Recoverable Separately Up To Plinth Level. 18 R.C.C. Work With Cement Approved Coarse Sand And 2 Cm ( 3 / 4 ) Gauge Approved Stone Ballast In The Proportion 1:1.5:3 For Slab Work Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centering And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. 19 R.C.C. Work With Cement Approved Coarse Sand And 2Cm ( 3 / 4 ) Gauge Approved Stone Ballast In The Proportion 1:1.5:3 In R.C.C. Raft Foundation And Footing With 4 Cm., Gauge Approved Stone Ballast Including All Materials T&P. 20 R.C.C. Work With Cement Approved Coarse Sand And 2 Cm ( 3 / 4 ) Gauge Approved Stone Ballast In The Proportion 1:2:4 For Slab Work Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centering And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. 21 Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work ( When Not Included In And An Overall Rates ) Brought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of Steel, Its Wastage Bend Hooks And Authorized Over Lapping Shall Be Measured Up To Floor Two Level. ( 10 Mm To 12Mm Tor ( Tmt Bars ) . 22 Mild Steel And Iron Work Of Small Size And Section Such As Holding Down Woods, Hold Fasts Tierods, Grating Etc. ( When Not Included In And Over All Rates ) Brought To Required Form Including Supply Of Steel And Its Wastage Including Cost Of Bolts, Nuts If Required For Proper Completion Of Work Including Fabrication Of Grill / Stairs Case Railing. 23 Providing, Laying And Spreading 22.4-53 Mm Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Whose Steel / Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying The Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering. 24 Supply And Laying Stone Dust Etc. All Complete. 25 Consolidation / Compaction Of Stone Ballast 10Cm Thick ( Loose ) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. 26 Supply & Fixing Of Pre-Cast M-30 Cement Concrete Rubber Mold Interlocking Tiles Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. ( Tiles Shape Decided By Engineer-In-Charge With Isi Mark ) 27 Supply & Fixing Of Pre-Cast M-30 Cement Concrete Coloured Rubber Mold Interlocking Tiles Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30 ( Tiles Shape Decided By Engineer-In-Charge With Isi Mark ) . 28 Laying Of Interlocking Tiles 80Mm Thick Including Leveling And Dressing Etc All Complete. ( Only Labour Rate ) 29 Providing And Applying Primer Coat With Bitumen Emulsion ( Bulk ) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.75 Kg / Sqm Using Mechanical Means. 30 Providing And Applying Tack Coat With Bitumen Bg-10 Using Pressure Distributor At The Of 0.20 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom. 31 Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonne Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Bider @ 3.00 To 3.50 Percent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site Laying With Hydrostatic Paver Finisher With Sensor Control To The Required Grade Level And Alignment, Rolling With Smooth Wheeled Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Mort&H Specification Clause 507 Complete In All Respects. 32 Providing And Laying Semi-Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonne Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Bider @ 4.50 To 5.00 Percent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site Laying With Hydrostatic Paver Finisher With Sensor Control To The Required Grade Level And Alignment, Rolling With Smooth Wheeled Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Mort&H Specification Clause 508 Complete In All Respects. 33 Providing And Laying Hot Applied Thermo Plastic Compound 2.5 Mm Thick Including Refletrorising Glass Beads @250 Gm / Sqm. Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per I.R.C. 35. The Finish Surface To Be Level, Uniform And Free From Steaks And Holes. Composition Of Thermo Plastic Material Shall Be As Per Table 800–3 Of Clause 803 Of Morth Including Cost Of Work As Direction E / Ic. 34 Rubber Molded Cement Concrete Kerb Stone M-20 Size 12X18X6 Etc. All Complete. 35 Supply And Fixing Of 110Mm Dia Pvc Pipe Confirming To Isi Make Working Pressure 6Kg / Cm Including Testing Labour T&P Etc. All Complete. 36 Providing Of Np-3 600 Mm Ø R.C.C. Hume Pipe. Etc. All Complete. 37 Supply And Fixing 6 Mm ( 1 / 4” ) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Proper Completion Of The Work. 38 Supply And Fixing Of Rcc Drain Cover 3 Thick Without M.S. Frame Etc. All Complete. 39 Making Ornamental Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. 40 White Washing With Lime On Under Coated Wall Surfaces ( Two Coat ) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drops And Loose Scales Of Lime Wash And Foreign Matter. 41 Painting Two Coat Other Primer On Steel With Sianth Paint Including Etc All Complete. 42 Distempering ( First Coat ) With Oil Bound Distemper Of Approved Brand And Manufacture And Of Required Shade And Undecorated Wall Surface To Give And Even Shade Over & Including A Priming Coat With Cement Primer Of Approved Brand And Manufacture Such As Berger. J&N Shalimar, Asian Paints After Thoroughly Brushing Surface Free From Mortar Droppings And Other Foreign Matter And Also Including Preparing The Surface Even With Plaster Of Approved Synthetic Material And Sand Papered Smooth Including Cost Of All Materials. 43 Finishing Walls With Exterior Emulsion Paint ( Apex ) Of Approved Brand And Manufactured And Of Required Shade And Undecorated Wall Surface To Give Even Shade Over @ 1.25 Ltr / 10Sqm Including One Coat Of Primer Applied @ 0.75Ltr. / 10Sqm Coat Curing And Cost Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work For Two Coat. 44 Supply & Fixing Of R.C.C. Manhole Frame And Cover Including All Complete. 45 Supply And Fixing Of Black Granite Stone Board And Approved Standard Matter With Brick Work, Plaster & Paint Etc. All Complete. 46 Deduction Cost Of Old Brick 47 Deduction Cost Of Old Brick Bats
