Tender For Annual Plan-Ajanur Gp Kuliyanmaram Kalichamaram Road Retarring-69/23-24-General Civil Work., Kasaragod-Kerala

Annual Plan-Ajanur Gp Kuliyanmaram Kalichamaram Road Retarring-69 / 23-24-General Civil Work.; 1 Kuliyanmaram Kalichamaram Road Retarring 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 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 4 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 5 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. 6 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. 7 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. 8 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 ) 9 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 M <Br> Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankment Upto A Distance Of 100 M, Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-Sections. 10 11.4.1.1:Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 <Br> I. P.C.C Grade M 10 <Br> ( I ) Nominal Mix 1:3:6 11 11.4.2.1:Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 <Br>Ii. P.C.C Grade M 15 <Br> ( I ) Nominal Mix ( 1:2.5:5 ) 12 12.5.3:Plain / Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204<Br> For Height Upto 5 M <Br> Iii. R.C.C Grade M 20 13 12.7:Supplying, Fitting And Placing Tmt Bar Reinforcement ( Fe 415 ) In Substructure Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 14 75.8.1.1.A:Providing Plain Cement Concrete For Wearing Coat Cc 1:2:4 ( 1 Cement: 2 Fine Aggregate:4 Course Aggregate ) Laid To Required Slope As Required Including Compaction, Finishingand Tamping Etc .Complete. Max. Size Of Course Aggregate Not Exceeding 25Mm , Mixedin Concrete Mixer Etc Complete As Per Specification ( I ) Nominal Mix ( 1:2:4 )

INR 1550 /-

INR 17556.0 /-

INR 7.02 Lakhs /-