}

Tender For Nc Flood 2021-22 Sreekandapuram Municipality-Renovation Of Nellikkunnu -Valiyarikkal-Madakkad Road -Between Ch: 0/010 To 1/105 Km-General Civil Work-212800104900000002., sreekandapuram-Kerala

municipality has published Tender For Nc Flood 2021-22 Sreekandapuram Municipality-Renovation Of Nellikkunnu -Valiyarikkal-Madakkad Road -Between Ch: 0/010 To 1/105 Km-General Civil Work-212800104900000002.. Submission Date for this Tender is 19-04-2023. Road Work Tenders in sreekandapuram Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

37126728
Corrigendum : Tender For Nc Flood 2021-22 Sreekandapuram Municipality-Renovation Of Nellikkunnu -Valiyarikkal-Madakkad Road -Between Ch: 0/010 To 1/105 Km-General Civil Work-212800104900000002.
Open Tender
Indian
Kerala
Sreekandapuram
19-04-2023

Tender Details

Nc Flood 2021-22 Sreekandapuram Municipality-Renovation Of Nellikkunnu -Valiyarikkal-Madakkad Road -Between Ch: 0 / 010 To 1 / 105 Km-General Civil Work-212800104900000002. 1 Renovation Works 2 3.1:Preparation Of Foundation For Embankmentscarifying Existing Granular Surface To A Depth Of 50 Mm By Manual Means Scarifying Existing Granular Surface To A Depth Of 50 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Leads 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 75.5.5.A.1Pb:Modified Penetration Macadam 50 Mm Thick Using Bitumen S-65 - Packed Bitumen Ratesconstruction 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. 5 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 6 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. 7 75.5.2.1Pb:Tack Coat - With Packed Bitumen Ratesproviding 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. 8 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 ) 9 3.14:Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. 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 Od289826 / 2022-2023:Supplyingand Fixing Information Board 75 X 60 Cm Using Gi Pipe As Post And Ms Sheet Surrounded By Ms Angles Including Painting , Lettering And Fixing In Position As Per Direction Of Engineer In Charge.

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 17-04-2023 Date Extension Date 19-04-2023

Key Value

Document Fees
INR 1870 /-
EMD
INR 21184.0 /-
Tender Value
INR 8.47 Lakhs /-
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