Liasoning Service

030294

Liasoning Service

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Road Works - Trimming Grass And Weeds Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphey Of The Area As Per Technical Specification Clause 201.1Of Mord Specification For Rural Roadsand As Per The Direction Of The Engineer-In-Charge, Providing, Laying, Spreading & Compacting Graded Stone Aggregates To Wet Mix Macadam Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Materials By Tipper To Site, Laying In Uniform Layers With Paver In Sub-Base/Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density As Per Clause-406 Of Mosrt&H Specification For Road & Bridge Works4th Revision As Per Specification And Direction Of Engineer-In-Charge, 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 The Direction Of The Engineer-In-Charge, Providing And Applying Tack Coat With Bitumen Emulsion Rs-1 Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per The Direction Of The Engineer-In-Charge, Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000M Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504 And As Per The Direction Of The Engineer-In-Charge, Providing And Laying Semi Dense Bituminous Concrete With Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Of 60/70 Penetration Grade Of Bitumen, Transported To Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory Roller And Tandem Rollers To Achieve The Desired Compaction As Per Clause-508 Of Mosrt&H Specification For Road & Bridge Works4th Revision As Per Specification And Direction Of Engineer -In –Charge, Earth Work In Stoney Earth & Gravel Mixed With Stone Nad Boulder Not Exceeding 0.014Cum In Volume Within 50M Initial Lead And 1.50M Initial Lift Including Rough Dressing And Breaking Clods To Maximum 5Cm To 7Cm And Laying Not Exceeding 0.3M In Depth As Per Specification Approved By The Department & Direction Of The Engineer-In-Charge, Supplying, Fitting, Fixing Of Road Signboard Made Out Of 3Mm Thick Aluminium Composite Material Acm Sheet Duly Coated One Side Loaded With Pressure Sensitive Encapsulated Lens Type High Intensive Grade Retro-Reflective Sheeting Complete As Per Morth Technical Specification Clause 801.3 And Irc -67/2001 With Angle Iron Frame 65Mm X 65Mm X 6Mm Fixed With Single Angle Iron Post As Per Specification Including Application Of Two Coats Of Enamel Paint Of Approved Quality In The Form Of Checks White And Black Over The Posts, Fixed With M-15 Grade Cement Concrete Base Of 300Mm Dia, 600Mm Depth, Size Of Each Post Post As Per Approved Drawing Including Cost, Conveyance, Royality & Taxes Of All Materials, Labour, T&P Etc, Complete As Per Direction Of The E.I.C, 0.90Mx0.60M Rectangular, Village Indification Board, 900Mm Equilateral Triangle, Reinforced Cement Concrete M 15 Grade Kilometre Stone Of Standard Design As Per Irc : 8 Fixing In Position Including Painting And Printing Etc As Per Drawing And As Per The Direction Of The Engineer-In-Charge, Ordinary Kilometer Stone, 200 Mm Stone, 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 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 And As Per The Direction Of The Engineer-In-Charge, 600 Mm Equilateral Triangle, Construction Of Rcc Guard Posts Of 200 Mm Dia M15 Grade Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Rcc Posts Not To Exceed 1 In 500 As Per Drawing And As Per The Direction Of The Engineer-In-Charge, New Construction, Water Proofing Cement Base Painting Two Coats With Approved Paint Inclusive Of Cost Of All Material, Labour And T&P Etc. Complete And As Per The Direction Of The Engineer-In-Charge

TRN :20859839
State Government / Civil Work
Sundergarh - Orissa

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