Notice Inviting Tender (NIT) by the State Government Of Orissa for 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, 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 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 Excavation In Hard Soil Or Gravelly Soil For Foundation Within 50M Initial Leads &1.5M Initial Lifts Includingrough Dressing And Breakingclods To Max 5Cm To 7Cm And Laying In Layers Not Exceeding 0.3M In Depth Etc Complete As Per Mord Sp:302.3 & Direction Of The 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 Of M-15 Grade Having Maximum Compressive Strength Of 150 Kg/Cm2 Test To Be Conducted On 150 Mm Cubes Tested At 28 Days Including Curing Tests Conducted In Accordance With Is-456 & Is-516 & Conforming To Clause-302 Of Irc 21/1987 Using Clean Crusher Broken Hard Granite Coarse Aggregate Of 40 Mm. Size Down Grade Of Approved Quality To Be Protested In The Laboratory Obtained From Approved Quarry The Proportion Mix, Grading Conforming To Relevant Isi/Irc Codes Pre-Approved Including Arranging Of Reinforcement As Per Approved Drawing Including Hoisting, Lowering Concrete In Layers Not Exceeding 150 Mm Thick Each Compacting With Vibrator Watering & Curing For 28 Days Centering Shuttering & Finishing The Exposed Surface Smooth Providing Grooves & Beads Where Necessary Including Cost, Conveyance Royality & Taxes Of All Labour Machineries Etc. Required For The Work Complete In All Respects Including Dismantling The Centering & Shuttering As Per Clause 800, 900, 1200 & 1800 Of Mord Specification For Rural Roads 1St Revision. & As Per The Direction Of The Engineer-In Charge, A Below Gl A Above Gl Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1V:20H Towards Drawing Face Complete As Per Direction Of Engineer-In- Charge & & As Per Clause 614 Of Mord Specification For Rural Roads 1St Revision, 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, Finishing Parapet With Water Proofing Weather Coat Paint Of Approve Shade, Two Coat To Give An Even Shade With All Cost, Conveyance Including Scaffolding Tax, T&P, Labour Etc Complete As Per The Direction Of Engineer-In-Charge, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards Of Size Upto 0.90 Sqm. As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Mord Technical Specification Clause 300, 800, 1700 As Per Direction Of The Engineer In Charge Inter Mediate Board, Sign Board, 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, 900 Mm Equilateral Triangle, 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 Only Painting Of Old Guard Posts in Sundergarh - Orissa has been published.
The last date of this tender is 07/06/2021, work value is  16442636 INR, EMD is  0 (Refer Doc) INR and tender document fees is  10000 INR
For more details call us on +91 92760 83333 for bidding support this tender, GeM, vendor registration (if any) and tender BOQ documents.

Tender Document

Related Information

Location

Sundergarh - Orissa ( IN )

Ownership

State Government Of Orissa

Sector

Civil Work

Important Dates

Published on

14 May, 2021

Submission Date

01 Jun, 2021

Opening Date

07 Jun, 2021

Key Values

Work Value

1.64 Crore

EMD

Refer Doc

Document Fee

10.0 Thousand
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