Selection Of Technical Consultancy For Feasibility Study , Preparation Of Detailed Feasibility Report , Basic Design And Preparation Of Tender Documents For Augmenting Yard Infrastructure , Topographic And Bathemetric Survey Required For Proposed Facilities Covering All Areas As Indicated In The Annexure -1 And Submit The Report , Visual Inspection Of Existing Facilities , Ascertain The Actual Condition Of The Slipway-4 & Associated Facilities And Submit The Inception Report Containing The Way Forward , Conducting Land Based Geotechnical Investigations By Drilling Boreholes Of 100 Mm To 150 Mm Dia , Up To Minimum Of 25 Mts From Existing Ground Level Or 3 Mts In To Hard Rock Which Ever Is More For Slipway No;4 , Analysing The Spt/Disturbed /Undisturbed Samples And Submit The Report , Conducting Land Based Geotechnical Investigations By Drilling Boreholes Of 100 Mm To 150 Mm Dia , Up To Minimum Of 25 Mts From Existing Ground Level Or 3 Mts In To Hard Rock Which Ever Is More For Production Halls & Blasting& Painting Bays , Analysing The Spt/Disturbed /Undisturbed Samples And Submit Report , Conducting Sea Based Under Water Geotechnical Investigations By Drilling Boreholes Up To Minimum Of 20 Mts Depth From Existing Seabed Level Or 3 Mts In To Hard Rock Which Ever Is More For Slipway No:4 Analysing The Spt/Disturbed /Undisturbed Samples And Submit Report , Core Cutting Through The Existing Rcc/Pcc Of Existing Facilites , Analysing The Data And Submit Detailed Report On Strenghth And Other Parameters . , Conducting Ndt Tests Like Rebound Hammer And Upv Tests For Determining Strength /Densitry /Integrity Of Structural Members Like Slab , Beam , Pile Caps & Piles Of The Existing Structure . , Conducting Underwater Survey Of Existing Submerged Structure Of Slip Way No: 4 At Way End And Assess The Load Bering Capacity & Condition Of The Structure , Develop Feasible Solution For Widening Of Slipway-4 Together With The Proposed 2 X ( 2X125 ) Tcapacity , 45 M Span Goliath Crane Supports Based On Capacity Of Existing Piles And Integrate The New Foundation System . , Prepare Layout And Sectional Details Of Modifications Including Extension Of Slipway In To The Seaward Side And Land Side , Analysing The Data Of Existing Facilities , Conducting Physical Load Tests , Preparing Structural Load / Capacity Calculations Including Foundation Design As A Composite Solution To The Extent Possible For Utilising The Existing Facilities And Submit The Report . , Conducting Physical Load Test Or Any Other Siutable Methaod For Capacity Evaluation Of Existing Concrete Paved Area Earmarked For Fabrication Of Mega Blocks And Refurbish , Suggest Solution To Improve The Capacities If Required . , Study The Condition Of Existing Rcc Service Ducts And Suggest Remedial Measures Or Replacement Design If Required . , Assess The Condition And Evaluate The Load Carrying Capacity Of Existing Rcc Blocks For The Use Of Launching And Suggest And Prepare Modification If Required . , Prepare Layout And Other Drawings Of New Infrastructure Facilitieslisted Below . Includingindicating The General Arrangements Of Machnery & Equipment , Production Hall - 3 Nos , Humudity Controlled Blasting And Painting Hall - 4 Nos Accommodating One Engine Room In Between , Carry Out Preliminary Design Calculations To Derive Structural Capacity Of Foundations And Structures . , Defining Scope For Detailed Design And Preparing Tentative Bill Of Quantities And Cost Estimate For The Project And Level 1 Schedule For Engineering , Construction And Commissioning . , Ratification Of The Findings From Third Party Such As Nits /Iits / Bureau Veritas ( I ) As Approved By Hsl . , Presentation And Discussion On Findings , Observations And Recommendations To Hsl And M/S Anadolu Shipyard ( The Collaborator ) , Prepare Detailed Feasibility Report ( Dfr ) & Make Presentation Of The Proposed Project Segment Wise And Appraise Hsl Management On Implementation Procedure . , Preparation Of Tender Documents For Detailed Design And Execution , Note:1 ) All Price Component Entries From Sl No 1 To 21 Are To Be Filled Separately Against The Respective Item . 2 ) To & Fro Travel For Visits To The Required Place Of Work As Per Scope Of Work , Lodging And Boarding Charges At Required Place Of Work Are To Be Included . No Separate Payment Shall Be Entertained . 3 ) No Price Figure Is To Be Placed In The Price Format When Used For Technical Bid .
