}

Tender For Annual Plan-Koppam Gramapanchayath 2023-24 Thiruth Kallidumbil Road & Kalathilpadi Vattaparambil Road Renovation-Ward-1-General Civil Work., Palakkad-Kerala

Government Departments has published Tender For Annual Plan-Koppam Gramapanchayath 2023-24 Thiruth Kallidumbil Road & Kalathilpadi Vattaparambil Road Renovation-Ward-1-General Civil Work.. Submission Date for this Tender is 08-12-2023. Road Work Tenders in Palakkad Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

40830386
Tender For Annual Plan-Koppam Gramapanchayath 2023-24 Thiruth Kallidumbil Road & Kalathilpadi Vattaparambil Road Renovation-Ward-1-General Civil Work.
Open Tender
Indian
Kerala
Palakkad
08-12-2023

Tender Details

Tender For Annual Plan-Koppam Gramapanchayath 2023-24 Thiruth Kallidumbil Road & Kalathilpadi Vattaparambil Road Renovation-Ward-1-General Civil Work.; 1 Tarring 2 Od192582 / 2023-2024:Filling Up Pot Holes ( Cut And Formed To Regular Shapes And All Loose And Defective Materials Removed ) After Supplying A Prime Coat Of Hot Bitumen Using 36Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface. 3 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. 4 Od192581 / 2023-2024: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 Manually Mixing By Mix In Place Method And Compacting With Rammers To Achieve The Desired Density, Complete As Per Clause 401.4 As Per Technical Specification Clause 408 5 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 6 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 7 75.5.2.2Pb: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 Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. 8 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. 9 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 ) 10 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 ) 11 10.3.B:Direction And Place Indentification Signs Up To 0.9 Sqm Size Board <Br> B. Semi-Reflective Traffic Signs <Br> Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M / S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701

Key Value

Document Fees
INR 2760 /-
EMD
INR 25409.0 /-
Tender Value
INR 10.16 Lakhs /-
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