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Road Work - 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, Construction Of Embakment With Approved Materials Obtained From Borrow Pits With All Leads And Lifts Transporting To Site By Mechanical Means Spreading Grading To Required Slope Compacting To Meet The Requirements Of Table 300.2 And Clause 305 Of Mosrth Specification For Road And Bridge Works 4Th Revision And As Per The Direction Of The Engineer-In-Charge, Providing And Laying, Spreading And Compacting Stone Aggregates Of Specific Size For Water Bound Macadam As Per Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Propper Grade And Camber, Applying And Brooming, Crushable Screening / Stone Screening, Binding Materials To Fill-Up The Interstices Of Course Aggregate, Watering And Compacting To The Required Density As Per Per Direction Of Engineer-In-Charge & As Per Clause 405 Of Mord Specification Of Rural Roads 1St Revision, 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, Earthwork In Excavation For Foundation Of Structures In All Kinds Of Soil Upto 3 M Depth As Per Drawing Includding Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, And Disposal Up To A Lead Of 50M, Dressing Of Sides And Bottom And Backfilling With Excavated Suitable Materials And As Per Direction Of Engineer-In-Charge, Supplying And Filling Foundation & Plinth With Good Clean River Sand Including Watering To Complete Saturation & Ramming Complete With All Leads & Lifts Including Cost. Conveyance Royality & Taxes Of All Materials & Cost Of All Labour & T&P Required For The Work Complete Measurement Will Be Taken For Compacted Section As Per Direction Of Engineer-In-Charge, Cement Concrete 1:3:6 With 4Cm Size Hand Broken Hard Granite Metal Of Approved Quality, From Approved Quarry Including Hoisting, Lowering And Laying In Position In Layers Not Exceeding 15 Cm Thick With Proper Packing And Ramming By Means Of Vibrator To Proper Slope And Level Including Curing, Dewatering, Shoring Shuttering If Necessary At The Time Of Laying Concrete With Cost, Conveyance, Royalty And Taxes Of All Materials Required For The Work Including Supplying And Working Of Pumps And All Other Materials Required For The Work, T&P Articles Finishing The Exposed Surface Smooth, Providing Grooves And Beads Where Necessary Etc Complete In All Respects As Per Clause 800, 900, 1200 & 1800 Of Mord Specification For Rural Roads 1St Revision. & As Per The Direction Of The Engineer-In Charge, Construction Of Un-Reinforced, Plain Cement Concrete M-30 Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type, 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, Screed 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, Water Finishing To Lines And Grade As Per Clause 800, 900, 1200, 1500 & 1800 Of Mord Specification For Rural Roads 1St Revision. & As Per The Direction Of The Engineer-In Charge, 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 Retro 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, 600 Mm Circular, 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, Starting Sign Board, Village Identification Board, 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

TRN :20859919
State Government / Civil Work
Sundergarh - Orissa

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