Description :
Tenders for Rrsmp/25-26 Biharsharif/05 - Name Of Road - Repair Of Road From Sarmera Issua To Brindavan Road (incl. 5 Years Maint.), Length Of Road - 2600 Mclearing And Grubbing Road Land (by Manual Means) Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300mm, Removals Of Stumps Of Such Trees Cut Earlier & Disposal Of Unserviceable Materials & Stacking Of Serviceable Materials To Be Used Or Auctioned Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exeeding 150mm In Thickness As Per Technical Specification Clause 201.1 And Direction Of E/i, Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pices Not Exceeding 0.02 Cumin Volume And Stock Pilling At Designated Location And Disposal Of Dismantled Materials Upto A Lead Of 1000 M,stacking Serviceable And Unserviceable Materials Separately., Scarifying The Existing Bituminous Road Surface And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4., Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 100 M As Per Technical Specification Clause 301.5, Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5, Construction 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., Construction Of Granular Sub-base By Providing Well Graded Material, Spreading In Uniform Layers With Motor 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 Technical Specification Clause 401. Grading - Ii, Wbm Grading - Iii - 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., 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., Providing 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., Providing 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 Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 508 Complete In All Respects., Construction Of Un-reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size O
