Annual Rate For Supplying Mix Materials For Bituminous Patch Work On Nh-41 Bet. Km. 122.200 To 291.450 Section Mandvi Naliya-Narayan Sarovar Road ) -Providing And Laying Bituminous Macadam With 100-120 Tph / Drum Mix Plant 60 To 90 Tph Capacityhot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Vg-30 @ 3.4 Per Centby Weight Of Total Mix, Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction As Per Morth Specification Clause No. 504 Complete In All Respects By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 2 ( A ) Laying The Mixed Materialswith Paver Finisher 3 ( B ) Laying The Mixed Materials Manually By Thecontractor’S Labour 4 Providing And Laying Bituminous Macadam With 100-120 Tph / Drum Mix Plant 60 To 90 Tph Capacityhot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Vg-40 @ 3.3 To 3.4 Per Centby Weight Of Total Mix, Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction As Per Morth Specification Clause No. 504 Complete In All Respects By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 5 ( A ) Laying The Mixed Materialswith Paver Finisher 6 ( B ) Laying The Mixed Materials Manually By Thecontractor’S Labour 7 Providing And Laying And Rolling Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Vg-30 Grade ( 14.6 Kg. / 10 Sqm ) To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying With ContractorS Labour And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 8 Providing And Laying And Rolling Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Vg-40 Grade ( 14.6 Kg. / 10 Sqm ) To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying With ContractorS Labour And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 9 Providing & Laying Bituminous Macadam With 3.40% Binder Content ( Vg-30 Grade Bitumen ) Prepared Surface With Specified Graded Machine Crushed Black Stone Aggregates For Patch Work Incl. Loading Of Aggregates With F.E. Loader And Hot Mixing Of Stone Aggregates And Bitumen In Hot Mix Plant & Transporting The Mixed Materials In Tipper To Work Site Incl. Rolling By Power Roller To Achieve The Desired Density Using Contractors Own Machinery By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm & Excluding Laying ) 10 Providing & Laying Bituminous Macadam With 3.40% Binder Content ( Vg-40 Grade Bitumen ) Prepared Surface With Specified Graded Machine Crushed Black Stone Aggregates For Patch Work Incl. Loading Of Aggregates With F.E. Loader And Hot Mixing Of Stone Aggregates And Bitumen In Hot Mix Plant & Transporting The Mixed Materials In Tipper To Work Site Incl. Rolling By Power Roller To Achieve The Desired Density Using Contractors Own Machinery By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm & Excluding Laying ) . 11 Providing, Laying And Rolling Of Mix Seal Surfacing Material For Patch Work Composed Of 11.2 Mm To 0.09 Mm ( Type-A ) Aggregates Using Vg-30 Grade Bitumen With 4.782% Including Mixing In A Suitable Plant And Transporting The Mixed Materials By Tippers To Work Site Including Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, And Finishing To Required Level And Grade. Using ContractorS Own Machinery By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 12 ( A ) Laying The Mixed Materialswith Paver Finisher 13 ( B ) Laying The Mixed Materials Manually By Thecontractor’S Labour 14 Providing, Laying And Rolling Of Mix Seal Surfacing Material For Patch Work Composed Of 11.2 Mm To 0.09 Mm ( Type-A ) Aggregates Using Vg-40 Grade Bitumen With 4.782% Including Mixing In A Suitable Plant And Transporting The Mixed Materials By Tippers To Work Site Including Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, And Finishing To Required Level And Grade. Using ContractorS Own Machinery By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 15 ( A ) Laying The Mixed Materialswith Paver Finisher 16 ( B ) Laying The Mixed Materials Manually By Thecontractor’S Labour 17 Providing & Laying Mix Seal Surfacing On Prepared Surface As Wearing Course ( For Patch Work ) With Specified Graded Crushed Black Stone Aggregates Pre-Mixed With 4.782% Bitumen Binder ( Vg-30 Grade ) In A Hot Mix Plant And Transporting The Mix Materials By Tippers To Work Sire. Incl. Rolling By Power Rollers 8-10 Tonne Etc. Complete By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm & Excluding Laying ) 18 Providing & Laying Mix Seal Surfacing On Prepared Surface As Wearing Course ( For Patch Work ) With Specified Graded Crushed Black Stone Aggregates Pre-Mixed With 4.782% Bitumen Binder ( Vg-40 Grade ) In A Hot Mix Plant And Transporting The Mix Materials By Tippers To Work Sire. Incl. Rolling By Power Rollers 8-10 Tonne Etc. Complete By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm & Excluding Laying ) 19 Providing And Laying Avarage 50 Mm Thick Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp / Drum Mix Plant 60 To 90 Tph Capacityproducing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Vg-40 Bituminous Binder @ 4.5 Per Centby Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A 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 Morth Specification Clause No. 505 Complete In All Respects. ( Ii ) Grading - Ii ( 50Mm Thickness Using 4.5% Bitumen ) ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 20 ( 40 Mm Thick Bc ) Providing And Laying Avg. 40 Mm Thick Bituminous Concrete Withbatch Type Hmp 100-120 Tph Capacityusing Crushed Aggregates Of Specified Grading, Premixed With Vg-40 Grade Bituminous Binder @ 5.40 Per Cent By Total Weight Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A 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 Including Cost Of Tack Coat Of Emulsion Bitumen At Rate Of 2.00 Kg. / 10 Sqm. Etc. As Per Morth Specification 5Th Revision Clause No. 507 Complete In All Respects ( I ) Grading - Ii ( 13.2 Mm Nominal Size ) By Applying Tack Coat @ 0.20 Kg / Sqm. ( Including Emulsion Tack Coat @ 0.20 Kg / Sqm ) 21 Fog Spray : Providing And Spraying Low Viscosity Bitumen Emulsion @ 0.75 Kg Per Sqm For Sealing Cracks Less Than 3 Mm Wide Or Incipient Fretting Or Disintegration And Existing Bituminous Surfacing With Blinding The Bitumen Emulsionprecoating Stone Grit Of 3Mm Size @3.75Kg / Sqm. 22 Surface Dressing Providing And Laying Surface Dressing As Wearing Course In Single Coat Using Crushed Stone Aggregates Of Specified Size On A Layer Of Bituminous Binder Laid On Prepared Surface And Rolling With 8-10 Tonne Smooth Wheeled Steel Roller. 23 ( A ) 19Mm Nominal Chipping Size 24 ( B ) 13Mm Nominal Chipping Size 25 Providing And Laying Slurry Seal Consisting Of A Mixture Of Fine Aggregates, Portland Cement Filler, Bituminous Emulsion And Water On A Road Surface Including Cleaning Of Surface, Mixing Of Slurry Seal In A Suitable Mobile Plant, Laying And Compacting To Provide Even Riding Surface 26 ( A ) 5Mm Thickness 27 ( B ) 3Mm Thickness 28 ( C ) 1.5Mm Thickness 29 Seal Coat :- Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A And B Seal Coats Of Vg-40 Bitumen@ 9.80 Kg Per 10 Sqm Grade. 30 ( I ) Case - I : Type A 31 ( Ii ) Case - Ii : Type B Providing And Laying Of Premix Sand Seal Coat With Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hours Using Crushed Stone Chipping 6.7 Mm Size And Penetration Bitumen Of Suitable Grade. 32 Providing, Laying And Rolling Of Built-Up-Spray Grout Of Layer Over Prepared Base Consisting Of A Two Layer Composite Construction Of Compacted Crushed Coarse Aggregates Using Motor Grader For Aggregates. Key Stone Chips Spreader May Be Used With Application Of Bituminous Binder At Rate Of 15 Kg / 10 Sqmt For Each Layer, And With Key Aggregates Placed On Top Of The Second Layer To Serve As A Base Conforming To The Line, Grades And Cross-Section Specified, The Compacted Layer Thickness Being Av.75 Mm Including Cost Of Bitumen. 33 Built-Up-Spray Grout ( Providing, Laying And Rolling Of Built-Up-Spray Grout Layer Over Prepared Base Consisting Of A Single Layer Construction Of Compacted Crushed Coarse Aggregates Using Motor Grader For Aggregates, Key Stone Chips Spreader May Be Used With Application Of Bituminous Binder After A Layer, And With Key Aggregates Placed On Top Of The Layer To Serve As A Base Conforming To The Line, Grades And Cross-Section Specified, The Compacted Layer Thickness Being 37.50 Mm ) As Per 5Th Revision Specification ( Bitumen Vg-40 Using 15 Kg Per 10Sqm ) . 34 Labour Charges For Laying & Transportingof Diff. Types Ofhot Mix Material Prepared From Govt. Hot Mix Palnt / Private Hot Mix Plant To Different Site Of Works Including Providing Labours At Site For Cleaning The Road Surface Black Top Or Metal / Wmm / Wbmsurface By Digging & Rubbing The Mud, Murrum, Dust, Debrices & Cleaning The Surface By Air Compressor As & Where Required Etc. Also Marking The Line Appliying Tack Coat By Mechanical Sprayer Or Manually @ 2 Kg. Per 10 Sqm If Required, Including The Spreading The Hot Mix Materials By Paver Finisher, Rectifying The Defect, Not Covered By Paver Finisher, Consolidation Of Hot Mix Material With 2 No. Of Vibratory & Power Road Roller As Per Norms Laid Down In Mort&H Specification, Screening& Flushing The Stone Dust At The Rate 0.03 Cum / 10 Sqm After Final Rolling & Regulating The Traffic As Per Requirement With Retroreflective Sign Boards Includingmaking All Arrangements Of Labours, Machineries, Water Arrengement & Materials Required For Executing The Complete Work Including All Costs, Tools, Fuel And Lubricants, Transportation Labour, Machinery Etc., As Directed By Engineer In Charge. ( Excludig Hot Mix Materials ) . 35 Providing & Applying Tack Coat Of Bitumen At Rate Of 2.00 Kg. / 10 Sqm. On The Prepared Surface, Heating Bitumen In Boiler And Spraying The Bitumen With Spray Se Fitted On Bitumen Boiler Etc. Complete. 36 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg / Sqm Using Mechanical Means. 37 B. T. Surface Painting : Providing And Applying Surface Painting On B.T. Surface Using Bitumen Emulsion At The Rate Of 5 Kg. / 10 Sqmt And Flushing Dust / Sand At The Rate Of 0.06 Cum / 10 Sqmt As Per Morth Specification. 38 I / We Am / Are Willing To Carry Out The Work At Above / Below ( Should Be Written In Figures And Words ) Of The Estimated Rates Mentioned Above, Amount Of My / Our Tender Works Out As Under.
