Tender For Rampur Khas Link Road

Sharing tender

Tender For Rampur Khas Link Road; 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Threewheel80-100 Knstatic Smooth Roller 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 Dencity Grading 3 ( 53 Mm To 22.4 Mm ) As Per Technical Specification Clause 405 ( Excluding Gst ) 2 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 Kg / Sqm Usingmannual Means .As Per Technical Specification Cluause 502. ( Excluding Gst ) 3 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous Surface As Per Technical Speicification Clause 503. ( Excluding Gst ) 4 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 2 / 3 Part 13.2 Mm ( 22.4 Mm - 11.2 Mm ) And 1 / 3 Part 11.2 Mm ( 13.2 Mm-5.6Mm ) Nominal Size Stone Grit Using Vg-10 Bitumen To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. To Be Followed By Seal Coat Of Type C As Per Techincal Specification Clause 506. ( Excluding Gst ) 5 Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 ( Excluding Gst ) 6 Cement Concrete Pavementconstruction Of Un-Reinforced, Undowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Opctype As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 ( Excluding Gst ) 7 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.