Description :
Tenders for Rrsmp/25-26 Sheohar/04 - Bohchhan Reo Path Se Paschim Tola Urf Manjhi Tola Hote Hue To Pachra Pojhia Reo Path Tak, Clearing And Grubbing Road Land Including Uprooting Wild Vegetation , Grass,bushes,shurbs,saplings And Trees Of Girth Upto 300mm, Removal Of Stumps Of Such Trees Cut Earlier And Unseviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000m Including Removal And Disposal Of Top Organic Soil Not Exceeding 150mm In Thickness As Per Technical Specification(clause201.1), Construction Of Subgrade And Earthen Shouldersconstruction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1., Scarifying Existing Bituminous Surface Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4., Granular Sub-base With Well Graded Material (table 400.1)( By Mix In Place Method ) For Grading Ii Materialconstruction Of Granular Sub-base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mounted Grader Arrangement 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 Technical Specification Clause 401., Water Bound Macadam With Stone Screening Gr-iiwbm Grading 2 ( 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 Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405., Wbm Grading 3 (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 3 As Per Technical Specification Clause 405., Prime Coat (low Porosity)providing And Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70- 1.0 Kg/sqm Using Mechanical Means As Per Technical Specification Clause 502., Tack Coatproviding And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503., Bituminous Macadamproviding And Laying Bituminous Macadam With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site, Laid Over Apreviously 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., Semi-dense Bituminous Concrete With Waste Plasticproviding And Laying Semi Dense Bituminous Concrete With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 To 5 Per Cent 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 Wheele
