Description :
Tenders for Rrsmp/25-26 Purnea/03 - Pmgsy Path Diyari To Harijan Tola Diyari Via Sarpanch Tola Naya Tola, Clearing And Grubbing Road Land (by Manual Means)clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201., Scarifying Existing Bituminous Surfacescarifying 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., Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately, Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000 Mexcavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Technical Specification Clause 302.3, Construction Of Subgrade & Earthen Shoulderconstruction 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., Granular Sub-base With Well Graded Material (table 400.1)construction Of Granular Sub-base By Providing Well Graded Material (crushed Stone Aggregates And Local Sand), Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 401, ( By Mix In Place Method ) For Grading Ii Material, Wbm Grading 3providing, 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., A (by Manual Means ), 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 0.70-1.0kg/sqm Using Mechanical Means As Per Technical Specification Clause 502, Tack Coatproviding And Applying Tack Coat With Bitumen Emulsion (rs-1) Using Emulsion Distributor At The Rate Of 0.25-0.30kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503., Tack Coatproviding And Applying Tack Coat With Bitumen Emulsion (rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503., Patch Work Over Wbm Using Mix Seal Surface For Bituminous And Existing Cc Pavementproviding, Laying And Rolling Of Close-graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 13.2 Mm To 0.9 Mm (type-a) Or 13.2 Mm To 0.9 Mm (type-b) Aggregates Using Penetration Grade Bitumen (i.e. 92% Of Standard Bitumen And 8% Waste Processsed Plastic By Weight S
