Tender For Retarring Of Stadium Road In Division 5, kannur-Kerala

Tender For Retarring Of Stadium Road In Division 5; 1 Retarring 1.001 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. 1.002 4.9:Wet Mix Macadam 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. By Mechanical Means With 1 Km Lead 1.003 75.5.1.1Pb:Prime Coat - Low Porosity - With Packed Bitumen Rates 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 1.004 75.5.2.3Pb:Tack Coat - With Packed Bitumen Rates 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. 1.005 75.5.2.1Pb:Tack Coat - With Packed Bitumen Rates ≪Br≫ Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 1.006 75.5.5.B.2Pb:Modified Penetration Macadam 75 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. 1.007 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 ) 1.008 Od175130 / 2023-2024:Supplying And Fitting Name Boards Of Size 75Cmx45cm Made With Gi Plain Sheets 1.25Mmthick ( Class Lll ) Fitted With 35X35x5mm Ms Angle 2Nos Horizontally And 3 Nos Vertically To Make A Frame For Strengthening The Gi Sheet, Fitted 2Nos, 40Mm Gi Pipe Vertically 1.50 Metre Above Ground Level And Fixing In Cement Concrete 1:2:4, 40Cmx40cmx40cm Including Cost And Conveyance Of All Materials All Labour Charges, Fabricating Etc Complete 1.009 Od175129 / 2023-2024: { Lettering With Black Japan Print Of Approved Brand And Manufacture. } 1.01 3.5.3:Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000 M ≪Br≫ Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-Sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Technical Specification Clause 302.3 1.011 75.8.1.1:Providing Plain / Reinforced Concrete ( 1 Cement:2 Fine Aggregate: 4 Course Aggregate ) Forsubstructure As Per Drawings And Technical Specifications Clause 802, 803, 1202 &Amp; 1203As Required Including Compaction, Finishing And Tamping Etc .Complete. Max. Size Ofcourse Aggregate Not Exceeding 25Mm , Mixed In Concrete Mixer Etc Complete As Perspecification ( I ) Nominal Mix ( 1:2:4 )

INR 950 /-

INR 10736.0 /-

INR 4.29 Lakhs /-