Tender For Annual Plan-128/23 Changalimattom Road Retarring-Marady G.P-General Civil Work, Ernakulam-Kerala

Annual Plan-128 / 23 Changalimattom Road Retarring-Marady G.P-General Civil Work ; 2 75.5.5.A.1Pb:Modified Penetration Macadam 50 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. 3 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. 4 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. 5 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 ) 6 75.5.6.A.1.2Pb:Surface Dressing Using Bituminous ( Penetrations Grade / Modified Bitumen ) Binder - Bitumen S-65 - Packed Bitumen Rates <Br> Providing And Laying Surface Dressing As Wearing Course Consisting Of A Layer Of Bituminous Binder Laid On The Prepared Surface, Followed By A Cover Of Crushed Stone Aggregates Of Specified Size And Rolling With Three Wheel 80-100 Kn Static Roller Including Cleaning The Road Surface As Per Technical Specification Clause 507. <Br> ( A ) By Manual Means <Br> Case - I: Nominal Chipping Size 13.2 Mm <Br> Ii Bitumen S-65 7 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. 8 4.1.A.1:Granular Sub-Base With Well Graded Material ( Table 400.1 ) <Br> ( A ) By Mix In Place Method <Br> Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. <Br> ( I ) For Grading I Material 9 Od139878 / 2023-2024:Providing And Laying Of Interlocking Concrete Block Pavements Using 80Mm M40 Hydraulic Blocks Of Approved Size, Design & Shape, Laid In Required Pattern Over And Including A Compacted Bed Of 6Mm Stone Aggregate Of 50Mm Average Thickness Etc. All Complete As Per The Direction Of Engineer - In- Charge 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 )

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	09-11-2023	DATE EXTENSION	Date	10-11-2023

INR 1170 /-

INR 13238.0 /-

INR 5.29 Lakhs /-