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Providing And Laying Granular Sub Base, Wbm G-ii And Cement Concrete Pavement In Km. 0/840 To 0/900 Restoration Of Rain Damages On Dhewa To Durana Road Km 0/0 To 6/500.
Granular Sub-base With Close Graded Material (table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.e Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (as Per I.s.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[morth Specification : Clause 401]. By Mechanical Means. For Grading-ii Material
Providing Granular Sub Base And Wet Mix Macadam At Various Place In Villupuram Municipality
Supply And Stacking Of Granular Sub-base Of Various Road At Various Rds Time Limit One Month Cost Of Form Rs. 350/- Restoration Of Rain Damages On Various Road Under Hppwd Sub Division Barsar Section Barsar-1
Providing And Laying Granular Sub Base At Radha Krishnan Street And Elango Street In Ward No.07 Zone No.01 Tambaram City Municipal Corporation
Providing And Laying Granular Sub Base At Kalaignar Road In Ward No.07 Zone No.01 Tambaram City Municipal Corporation
Restoration Of Rain Damages On Rehan Bharmar Road Km. 0.0 To 3.100 Sh Providing And Laying Granular Sub Base, Grading-Ii, Grading-Iii In Extended Width And Providing And Laying Bituminous Macadam, Bituminous Concrete At R.D.1.500 To 3.000
Providing Granular Sub Base And Wet Mix Macadam At Various Place In Villupuram Municipality
Providing And Laying Bituminous Macadam Bituminous Concrete And Interlocking Paver Blocks At R.d. 0.00 To 1.500 Restoration Of Rain Damages On Rehan Bharmar Road Km. 0.0 To 3.100 Sh P L Granular Sub Base Grading Ii Grading Iii In Extended Width
Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Morth Specification Clause 301.3 Carriage Of Earth Sand Line Murom With All Leads Construction Of Granular Sub-base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Morth Specification Clause 401. For Grading Iii Material Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening & Binding Materials To Fill-up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 1 As Per Morth Specification Clause 404. By Mechanical Means Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming, Stone Screening To Fill-up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Morth Specification Clause 404. Using Crusher Borken Aggregate By Mechanical Means Providing And Applying Tack Coat With Bitumen Emulsion (rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. Providing And Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base (wbm/wmm) Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/sqm Using Mechanical Means As Per Morth Specification Clause 502 Providing And Laying Bituminous Concrete With 100-120tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Percent 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 As Per Morth Specifications Clause 507 Complete In All Respects For Grading-i (19 Mm Nominal Size) Bitumen (vg-30) Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tones Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 4.0 & 4.5 Percent By 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 Specifications Clause 505 Complete In All Respects. Bitumen (vg-30) Grading - I (37.50 Mm (nominal Size)) Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160" C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements. Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Morth Specification Clause 301.3 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc Complete In Specified Grade Excluding The Cost Of Centering And Shuttering- All Work Up To Plinth Level. 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40mm Nominal Size). Construction Of Un-reinforced, Plain Cement Concrete Pavement M30 (grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.m.c. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (dowel Bars Will Be Paid Seprately). Providing And Laying Of Paver Block As Per Is 15658 : 2006 (indian Standard For Precast Concrete Block For Paving- Specification) And Irc : Sp:63-2004 (guidelines For The Use Of Interlocking Concrete Block Pavement) M-40,80mm Thick To Be Used In Medium- Traffic ( Medium Traffic Is Defined As A Daily Traffic Of 150-450 Commercial Vehicles Exceeding 30 Kn Laden Weight, Or An Equivalent Of 0.5 To 2.0 Msa For A Design Life Of 20 Years.) Like City Streets, Small And Medium Market Roads, Low Volume Roads, Utility Cuts On Arterial Roads, Etc Category A Denated Units To Key Into Each Other On Four Faces Zigzag Shape As Per Irc Sp 63:2004
