Maravanthuruth Gp Odichukuthi Elamkavu Kadathukadavu Road Renovation In Ward No09 All Items Required For Tarring Work , Side Protection Work Using Coconut Piles, Maravanthuruth GP-Kerala

Maravanthuruth Gp Odichukuthi Elamkavu Kadathukadavu Road Renovation In Ward No09 All Items Required For Tarring Work , Side Protection Work Using Coconut Piles - 2 Od467033 / 2019_2020 : Construction Of Granular Sub Base By Providing Local Materials By Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator Ar Omc, And Compacting With Three Wheel 80-100Kn Static Rollar To Achieve The Desired Density, Complete As Per Technical Specifications Clause 402 Soil Fgravel Mixture / Quarrry Muck ( With Roller ) 3 3.4 : Construction Of Embankment With Material Obtained From Borrow Pits T<Br> T T Nconstruction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 4 4.9 : Wet Mix Macadam T<Br> T T Nproviding, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer ( Pug Mill ) , Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Smooth Wheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400.11 & 400.12 And Technical Specification Clause 406. T T<Br> T Nby Mechanical Means With 1 Km Lead 5 75.5.1.1Pb : Prime Coat - Low Porosity - With Packed Bitumen Rates <Br> 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 Technical Specification Clause 502 6 75.5.2.3Pb : Tack Coat - With Packed Bitumen Rates <Br> 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 Technical Specification Clause 503. 7 75.5.9.1.2Pb : 20Mm Thick Open-Graded Premix Carpet Using Bituminous ( Penetration Grade / Modified Bitumen ) Binder - Bitumen S-65 - Packed Bitumen Rates<Br> T T T T T T T T Nproviding, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion 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 Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. T T<Br> T T T T T T Ncase - I By Manual Means T<Br> T T T T T T T N ( Ii ) Tbitumen ( S-65 ) 8 75.5.12.A.3.2Pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <Br> Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 T<Br> Na. Tby Manual Means T<Br> Ncase Iii : Type C T<Br> T T T N ( Ii ) Tbitumen ( S-65 ) 9 Road Side Protection &Amp; Concreting 10 Od465989 / 2019_2020 : Providing And Fixing In Oposition Coconut Piles Of 4.50M Long In Canal Side 1.00M Center To Center And Driving Down Average 3.20M Below Canal Side Slope Fixing 1 / 2 Split Coconut Piece In Three Rows Using Coir Yarn And Screening With Hessain Cloth For Retaining Earth Etc Complete As Directed By Engineer In Charge. 11 16.42 : Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 40 Mm Nominal Size ) In Pavements, Laid To Required Slope And Camber In Panels As Required Including Consolidation Finishing And Tamping Complete

INR 1150 /-

INR 12840.0 /-

INR 5.13 Lakhs /-