Tender For Annual Plan-Project No - 516 / 2023-24 : Vakkatukariyatturoad Taring At Panamaram Gp-Vakkatu Kariyattu Road Taring - 7 L-General Civil Work, panamaram-Kerala

Annual Plan-Project No - 516 / 2023-24 : Vakkatukariyatturoad Taring At Panamaram Gp-Vakkatu Kariyattu Road Taring - 7 L-General Civil Work; 1 Vakayattu Kariyattu Road Taring 2 3.2:Preparation Of Foundation For Embankmentscarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Meansscarifying 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 4.9:Wet Mix Macadamproviding, 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 4 75.5.1.1Pb:Prime Coat - Low Porosity - With Packed Bitumen Ratesproviding 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 5 75.5.2.3Pb:Tack Coat - With Packed Bitumen Ratesproviding 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. 6 75.5.11.1.A.2Pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Ratesproviding, 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 509By Manual Meanstype A ( Ii ) Bitumen ( S-65 ) 7 Od165274 / 2023-2024:Supplyingandfittingnameboardsofsize75cmx45cm.Madewithgiplainsheets1.25Mmthick ( Classiiii ) Fittedwith35x35x4mmmsangle2noshorizontallyand3nosverticallytomakeaframeforstrengtheningthegisheet, Fitted2nos.32Mmgipipevertically90cmabovefromgroundlevelandfixingincementconcrete1:2:4, 30Cmx30cm X 30 Cm. Including Cost And Conveyance Of All Materials All Labour Charges, Fabricating Etc. Complete.

INR 1305 /-

INR 14778.0 /-

INR 5.91 Lakhs /-