Inviting Item Rates For Construction Material And Wokrs As Given In The List For The Financial Year 2022-23 , Inviting Item Rates Forconstruction Material / Wokrs Asgiven In The List For The Financial Year 2022-23 , Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. 1:3:6 Or Richer Mix , Steel Work Welded In Builtup Sections / Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.Ingratings, Frames, Guardbar, Ladder, Railings, Brackets, Gate Sand Similar Works. , Steel Work In Built Up M.S. Tubular Section ( Round, Squareor Rectangular Hollow Tube Etc. ) Trusses / Frame Work Etc. / Railing Work Etc. Including Cutting, Hoisting Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Welded And Bolted Including Special Shaped Washers Etc. Complete.Electric Resistance Or Induction Butt Welded Tubes. , R.C.C. Standards Post / Struts / Rails / Poles Of Mix 1:1.5:3 ( 1Cement: 1.5Sand:3 Graded Stone Aggregate 12.5 Mm Nominal Size ) With Wooden Plugs Or 6 Mm Barnibs Wherever Required As Per Direction Of Engineer Incharge Including Fixing ( Cost Of Earth Works In Excavation, Concrete Works In Foundation To Be Paid Separately ) . , Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width And Mesh Size Including Strengthening With 2 Mm Dia Wire Or Nuts , Bolts And Washers As Required Complete With Posts Of Specified Material And Of Standard Design Placed And Embedded In Cement Concrete Blocks 45X45x60 Cm Of Mix 1:5:10 ( 1Cement:5Sand:10 Graded Stone Aggregate 40 Mm Nominal Size ) Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Struts Embedded In Cement Concrete Blocks 70X45x50 Cm Of The Same Mix, As Per The Direction Of Engineer-In-Charge. ( Cost Of Post, Painting, Earth Work And Cc To Be Paid Separately ) Made Of G.I. Wire. , Fencing With R.C.C. Post Placed At Required Distance, Embedded In Cement Concrete Blocks, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post One Side Only, Provided With Horizontal Lines And Two Diagonal Sof Barbed Wire Weighing 9.38 Kg Per 100 Metres ( Minimun ) Between The Two Posts Fitted And Fixed With G.I. Staples On Wooden Plugs Or G.I. Binding Wire Tied To 6Mm Bar Nibs Fixed While Casting The Post ( Cost Of R.C.C. Posts, Struts, Earth Work And Concrete To Be Paid For Separately ) :- Payment To Be Made Per Metre Cost Of Total Length Of Barbed Wire Used. With G.I. Barbed Wire , Providing And Fixing Angle Iron Post & Strut Of Required Size Including Bottom To Be Split And Bent At Right Angle In Opposite Direction For 10 Cm Length And Drilling Holes Upto 10 Mm Dia. Etc. Complete. , Construction Of Embankment / Subgrade / Earth Shoulders, As Per Clause 305 & Its Sub Clauses, Where Required But With Approved Materials / Soil Like Morrum Cbr Value Not Less Then 7% I / C All Lead & Lifts I / C Excavation, Cost Of Watering, Compaction By Vibratory Roller / Heavy Pneumatic Type Roller And Maintenance Of Surface During Construction To Ensure Shedding & Preventing Ponding Of Water ( Clause305.3.6 ) Shaping & Dressing ( Clause305.3.7 ) , Finishing Etc. Complete But Excluding Scarifying Existing Granular / Bituminous Road Surface Vide Clause 305. , Supplying And Filling In Plinth Under Floors Including, Watering, Ramming Consolidating And Dressing Complete.Crusher Stone Dust , Providing And Laying Filter Material As Given Below In Recharge Pit / Percolation Pit Or Soak Pit / Waste Water Treatment System. Course Sand ( 1.5 Mm To 2.00 Mm ) , Providing And Laying Filter Material As Given Below In Recharge Pit / Percolation Pit Or Soak Pit / Waste Water Treatment System.Gravel / Pebbles ( 5 To 25 Mm ) , Centering And Shuttering Including Strutting , Propping Stretching Etc.Complete For And Removal Of Formwork By Sheet Plate Or Plywood Shuttering For : Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Stretching Etc. Complete For And Removal Of Formwork By Sheet Plate Or Plywood Shuttering For : Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding Up To Floor Level Including Cost Of Binding Wire, Wastage And Overlaps Upto 12 Mm Horizontal / Inclined Position Of Reinforcement Bars In Slab And Beams, Plinth, Chajjas, Lintels, Upto 4.5 M Vertical Length Of Reinforcement In Wall Columns ( Over Laps Shall Be Provided As Per Requirement Of Is:13920; Is456 & Sp: 34 ) Etc. Complete. Thermo-Mechanically Treated Bars. ( Fe 500 D Or More ) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : Cement Concrete Grade M-20 ( Nominal Mix ) With 20 Mm Maximum Size Of Stone Aggregate. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Upto Plinth Levelcement Concrete Grade M-15 ( Nominalmix ) With 20 Mm Maximum Size Of Stone Aggregate , Providing And Laying Cement Concrete Grade M-20 ( Nominalmix1:1.5:3 ) With 20 Mm Graded Crushed Stone Aggregate , Mixing Shall Be In Mechanical Mixer, Laying With Paver Compacting By Use Of Pin, Plate / Screed Vibrators Including Form Work By Strong Steel Girders Fixed By Spikes, Separation Membrane 125 Micronthick, I / C Cutting Of Joints @ 4 To 5M Interval & Filling It With Hot Applied Bituminous Sealant ( With Out Dowel Bars ) . ( Max. Thickness 20Cm ) , Deduct From Item No. 6.2, 6.3 And 6.6 Above If Paver With Electronic Sensor Is Not Used And Laying, Compaction Is Done By Any Other Method ( Note:-The Acceptance Criteria Regarding Level, Thickness, Surface Regularity, Texture Finish, Strength Of Concrete And All Other Quality Control Measures Shall Be The Same As In Case Of Machine Laid Work. ) This Item Is To Be Executed With Prior Written Permission Of Engineer-In-Charge. , Providing And Laying Non-Pressure Np2 Class ( Lightduty ) R.C.C. Pipes Collar Jointed With Stif Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( A ) Size 300 Mm Dia Meter , Providing And Laying Non-Pressure Np2 Class ( Lightduty ) R.C.C. Pipes Collar Jointed With Stif Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( B ) Size 450 Mm Dia Meter , Providing And Laying Non-Pressure Np2 Class ( Lightduty ) R.C.C. Pipes Collar Jointed With Stif Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( C ) Size 600 Mm Dia Meter , Providing And Laying Non-Pressure Np3 Class ( Mediumduty ) R.C.C. Pipes Collar Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( A ) Size 300 Mm Dia Meter , Providing And Laying Non-Pressure Np3 Class ( Mediumduty ) R.C.C. Pipes Collar Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( B ) Size 450 Mm Dia Meter , Providing And Laying Non-Pressure Np3 Class ( Mediumduty ) R.C.C. Pipes Collar Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement: 2 Fine Sand ) . ( C ) Size 600 Mm Dia Meter , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:3 ( 1Cement:3Coarsesand ) With Joints Finished Flush With Cement Mortar 1:3.Red Sand Stone , Deduct For Not Using 20Mm Thick Cement Mortar 1:4 ( 1Cement:4 Coarse Sand ) Bedding In Laying Of Floor Tiles. , Brick Work Will Well Burnt Open Bhatta Bricks Crushing Strength Not Less Than 25Kg / Cm²and Water Absoption Not More Than 20% In Foundation And Plinth In Cm 1:6. , Brick Work Will Well Burnt Open Bhatta Bricks Crushing Strength Not Less Than 25Kg / Cm²and Water Absoption Not More Than 20% In Above Plinth Level Upto Floor Two Level In Cm 1:6 Including The Cost Of Scaffholding Etc. , 12 Mm Cement Plaster Of Mix :1:6 ( 1 Cement: 6 Sand ) , Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work. , Painting With Silicon And Acrylic Emulsion Based Water Thinnable Sealer Of Approved Brand And Manufacture Onwet Or Patchy Portion Of Plastered Surfaces:One Coat , Providing And Applying Plaste Of Paris Putty Of 2Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete , Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete , Wall Painting With Plastic Emulsion Pain Tof Approved Brand And Manufacture To Givean Even Shade:One Or More Coats On Old Work.
