Tender For Annual Plan-Project No.225/2024 Parakkulam Pantheerankave Ayyappamadam Road - Ward 5-Olv 2023 -2024 -General Civil Work, olavanna-Kerala

Annual Plan-Project No.225 / 2024 Parakkulam Pantheerankave Ayyappamadam Road - Ward 5-Olv 2023 -2024 -General Civil Work; 1 Parakkulam Pantheerankavu Ayyappamadam Road 2 3.2:Preparation Of Foundation For Embankment <Br> Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Means <Br> Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4. 3 2.5.1.B:Dismantling Of Structures<Br> Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202.<Br> ( I ) By Manual Means <Br> ( B ) Cement Concrete 4 3.4:Construction Of Embankment With Material Obtained From Borrow Pits <Br> Construction 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 5 4.11.2:Granular Sub-Base / Base / Surface Course With Local Materials ( Table 400.13 ) By Mix In Place Method Normal. Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. <Br> ( Ii ) Using Gravel Mix Soil. 6 Od149201 / 2023-2024:Granular Sub-Base / Base / Surface Course With Ldepartment Materials ( Table 400.13 ) By Mix In Place Method Normal. Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. <Br> ( Ii ) Using Gravel Mix Soil. 7 4.9:Wet Mix Macadam <Br> Providing, 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. <Br> By Mechanical Means With 1 Km Lead 8 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 9 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. 10 75.5.5.A.1Pb:Modified Penetration Macadam 50 Mm Thick Using Bitumen S-65 - Packed Bitumen Rates <Br> Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. 11 75.5.2.2Pb: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 Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 12 75.5.11.1.A.2Pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <Br> Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm ( Type-A ) Or 13.2 Mm To 0.9 Mm ( Type-B ) Aggregates Using Penetration Grade Bitumen 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 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 <Br> By Manual Means <Br> Type A <Br> ( Ii ) Bitumen ( S-65 ) 13 Od193527 / 2023-2024:Filling With Quarry Muck Filling Up Low Laying And Water Logged Areas With Local Materiel / Quarry Muck, Spreading In Layers, Leveling The Top At Site And Consolidation By Ramming Etc, Complete For Improving The Cbr Value Of Subgrade 14 75.8.1:Providing Plain Cement Concrete For Road Work Cc 1:2:4 ( 1 Cement: 2 Fine Aggregate: 4Course Aggregate ) Laid To Required Slope And Camber In Panels ( @ 3 M C / C ) As Requiredincluding Compaction, Finishing And Tamping Etc .Complete. Max. Size Of Courseaggregate Not Exceeding 25Mm , Mixed In Concrete Mixer Etc Complete As Perspecification ( I ) Nominal Mix ( 1:2:4 ) 15 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M <Br> Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3

INR 1870 /-

INR 21147.0 /-

INR 8.45 Lakhs /-