Liasoning Service

242606

Liasoning Service

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Periodical Maintenance Of 5 Years Completed Pmgsy Road Such As Road-A Nh 5 To Janlapackage No Or-18-Adb-15, Road-B Pwd Road To Haripur Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Diposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Of Auctioned, Upto A Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness And As Per Direction Of Engineer-In-Charge.Road A Road B Providing And Laying For Scraping Cleaning The Road Surface Applying Tack Coat Using 3.00 Kg Of Bitumen For 10.0 Sqm And Laying 37.5Mm Thick Built Up Spray Grouting In One Layers Using 0.45 Cum Of 25Mm To 40Mm Size Crusher Broken Hard Granite Material And 12.00 Kg Penetration Grade Of Bitumen For 10 Sqm In Each Layer With 0.12Cum Of 12Mm Size Hard Granite Chips As Key Stone For 10Sqm Spreading Over And Laying Including Heating, Pouring And Spreading Over And Spreading Bitumen Metal And Chips And Rolling With Prr Including Hire And Running Charges Of Prr And All Other Machinaries Including Cost, Conveyance, Royalty, Taxes, Labour Charges, T&P Etc. Required For The Work Complete As Per Specification And Direction Of The Engineer-In-Charge. Road A Road B Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Distributor At The Rate Of 0.20 Kg/Sqm On The Prepared Bituminous Surfaces Cleaned With Mechanical Broom As Per Clause 503 Of Mosrt&H Specifications Including Cost, Conveyance, Royalty, Taxes, Labour Charges, T&P Etc. Required For The Work Complete As Per Specification And Direction Of The Engineer-In-Charge. Road A Road B Providing And Laying Bituminous Macadam Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Of 60/70 Penetration Grade Of Bitumen, Transported To Site Laid Over A Previously Prepared Surface With A Hydrostatic Pavor Finisher With Sensore Control To The Require Grade, Lavel & Allingiment, Rolling With Smooth Wheeled, Vibratory & Tendem Rollers To Achive The Desire Compaction As Per Cluse 504 Of Mosrt&H Specifications For Road & Bridge Works 4Th Revision As Per Direction Of The Engineer-In-Charge.Road A Road B Providing And Laying Semi Dense Bituminous Concrete With Batch Type Hot Mix Plant Using Crushed Aggregates Of 10Mm Nominal Size Grading-Ii Premixed With Bituminous Binder Of Vg-30 Of Bitumen, 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 Wheelede, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Clause 508 Of Mosrt&H Specifications For Road & Bridge Works 4Th Revision Including Cost, Conveyance, Royalty, Taxes, Labour Charges, T&P Etc. Required For The Work Complete As Per Specification And Direction Of The Engineer-In-Charge. Road A Road B Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts & Leads Transporting To Site By Mechanical Means Within A Lead Of 5Km Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-2 & Clause 305 Of Mosrt&H Specifications For Road And Bridge Works 4Th Revision And As Per Direction Of The Engineer-In-Charge.Road A Road B Providing And Laying Moorun On Road Flanks In Layers Not Exceeding 75Mm Thick Including Dressing To Proper Slope With All Cost, Conveyance, Royality, Taxes Of All Materials And Labour With T&P Required For The Work Etc. Complete As Per Specification And Direction Of The Engineer-In-Charge. Road B Reinforced Cement Concrete M-15 Grade Kilometre Stone Of Standard Design As Per Irc-8 Fixing In Position Including Painting & Printing Etc As Per The Drawing & Technical Specification Clause 1703 Of Mord And As Per Direction Of The Engineer-In-Charge.Ordinary Km Stoneroad A Road B 200 Mtr Stoneroad A Road B Providing And Fixing Of Semi Reflective Cautionary, Mandatory And Informatory Sign Board As Per Irc:67 Made Of 1.5 Mm Thick Ms Sheet Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Roads Of Required Shade And Colour Supported And Welded On 47Mm X 47 Mm X 12 Swg Sheet Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundations With M-15 Grade Cement Concrete 450X450x600 Mm, 600 Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2 Etc. Complete As Per Specifiation And Direction Of The Engineer-In-Charge.600 Mm Equilateral Triangleroad A Road B 600 Mm Circularroad A Road B 800 X 600 Mm Rectangularroad A Road B

TRN :19261876
State Government / Civil Work
Bhubneshwar - Orissa

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