Consultancy Services And Preparation Of Detailed Project Report Dpr For Augmentation Of Hoisting Facilities And Strengthening Of Wharf Including Repairs To Existing Barrack And Destroyer Wharf Of Approx 550 Metres In Length At Naval Dockyard Mumbai Consultancy Services And Preparation Of Detailed Project Report Dpr For Augmentation Of Hoisting Facilities And Strengthening Of Wharf Including Repairs To Existing Barrack And Destroyer Wharf Of Approx . 550 Metres In Length At Naval Dockyard Mumbai , Providing Consultancy Services And Preparation Of Detailed Project Report ( Dpr ) For Augmentation Of Hoisting Facilities And Strengthening Of Wharf Including Repairs To Existing Barrack And Destroyer Wharf Of Approx . 550 Metres In Length As Per Following Broad Scope Of Work :- , ( I ) Carry Out Detailed Observation Of All The Structural Members From Underside Of The Jetty/Wharf & Documenting Various Types Of Distresses In The Form Of Distress Mapping On Markup Drawings Alongwith Photographic Documentation Of Distress Locations . , ( Ii ) Carry Out Following Non-Destructive Tests :- , ( A ) Concrete Core Test - To Assess The In-Situ Strength ( B ) Rebound Hammer Test - To Assess In-Situ Strength Measuring Surface Hardness Of The Concrete . ( C ) Ultrasonic Pulse Velocity Test - To Assess Integrity And Soundness Of The Concrete . ( D ) Carbonation Test : To Assess Depth Of Carbonation Penetration Into The Concrete Cover . ( E ) Half Cell Potentiometer Test - To Assess Probability Of Active Corrosion In The Concrete . ( F ) Chemical Tests - To Assess Chloride Content , Sulphate Content , Ph Of Concrete Sample To Determine The Durability Of Concrete . ( G ) Corrosion - To Observe The Initiation Process Of Corrosion . , ( Iii ) Carryout Structural Analysis And Adequacy Checks As Mentioned Below :- , ( A ) Structural Analysis After Preparing Computer Model Using Available Data For Existing Loads In Addition To Wave Load & Wind Load As Per Codal Provisions Including Those Of Seismic Loads . , ( B ) Structural Analysis Of The Same For Under Mentioned Proposed Additional Loads And In Addition To Wave Load & Wind Load Considering Extreme Weather Condition Of Mumbai And To Propose Suitable Strengthening And Way Ahead Of Jetty/Wharf To Bear Additional Loads As Mentioned Below :- , ( I ) Installation Of New Jetty Crane Of 30 T Capacity On Dw In Place Of Existing 5 T Portal Crane . ( Ii ) Installation Of New Jetty Crane Of 15 T Capacity On Barrack Wharf In Lieu Of 15 T Capacity Crane ( Iii ) Addition Of Appropriate Under Jetty Platforms All Along The Length ( Iv ) To Check Adequacy Of Each Of The Structural Members For The Moments Obtained From The Above Analysis . ( V ) To Recommend Remedial Measures Alongwith Technical Specification In Case Of Inadequacy Of Particular Members ( Including Civil Structure ) ( Vi ) In Case Of Inadequacy Of Particular Members & Non Feasibility Of Installation Of Under Jetty Platform From Jetty , To Recommend Alternate Method To Install Under Jetty Platforms After Conducting All Necessary Tests As Per Codal Provisions . , ( Iv ) Prepare And Submit :- , ( A ) Methodology Of Installation Of Under Jetty Platform And Its Architectural And Structural Drawings Including Provision Of Lighting System . ( B ) Method Of Installation Of New Fenders If Required Alongwith Its Technical Specification And Drawings . , ( V ) Provide Cable Securing Mechanism :- , ( A ) Cable Tray : Consultant Shall Submit Proposal For Cable Securing Mechanism Which Includes Cable Tray With Roller And Cable Tray Stubs , Proposal Shall Include The Material , Dimension And Gauge To Be Adopted . , ( Vi ) Designing Of Scada Monitoring System For Remote Monitoring And Operation Of Fire Main System Consisting Of Pressure Monitoring System , Display Units , Data Logging System , Alarm Relay With Hooter , Fire Main Pump , Jockey Pump , Isolating Valves , Pressure Release Valves , Control Panel Etc . Including All Connected Accessories/Items For Smooth Running Of Whole System . , ( Vii ) Submit Technology For Removal Of Existing Rails In Barrack And Destroyer Wharf And Method Of Fixing New Rails Suitable For The Cranes Of Additional Capacity Upto 30 T Including Method Of Making Good The Adjacent Surfaces Of Concrete Slab During Execution Of Work/Laying Of Crane Rails And Structural Effects If Any During Execution Of This Work On The Wharves Alongwith Preventive Measures Is Any To Stop The Effects . , ( Viii ) Prepare And Submit Preliminary And Detailed Architectural And Structural Drawings , Design With Calculations For All The Structures Considered In The Work ( Structural Design Duly Proof Checked And Vetted By Iit ) , ( Ix ) Submit Detailed Comprehensive Detailed Project Report ( Dpr ) On All The Above Activities Consisting Of Documents Of Distress Analysis Of Test Results , Remarks On Structural Stability And Adequacy For Proposed Modifications And Recommendations Of Remedial Measures/Strengthening Measures Alongwith Methodology Considering Latest Technology And Detailed Drawings And Preparation Of Approximate Estimate ( Ae ) Based On Work Required For Different Services . , ( X ) Submit Bills Of Quantities ( Boq ) With Detailed Estimate Including Preparation Of 5D Quantity Take Off For Each Item , Rate Analysis For The Rate Adopted Alongwith Quotation For Each Rate Of Material Adopted And Draft Costed Schedule Of Work For Preparation Of Tender Documents . , ( Xi ) Submit Integrated Project Execution Schedule For The Work And Cpm/Pert Chart Showing Various Activities In The Work And Creation Of 4D Sequence Planning . , ( Xii ) Prepare And Submit The Proposal For Phasing Required During Execution In Consultation With User And Ge To Ensure That Functioning Of The Existing Facilities Of Jetty Is Least Affected . , ( Xiii ) Give Details Of Removal , Relaying And Synchronisation Of Various Utility Services Such As Lp Air/Ht/Lt/Fire Fighting To Ensure Minimum Hindrances During Execution Of Work . , ( Xiv ) Prepare Details Of Safety Measures Required To Be Adopted During Execution To Avoid Danger Of Life & Property . , ( Xv ) Submit The Proposal For Bim & Fm Including Integration Of Bim & Fm For Efficient Project Management . , ( Xvi ) Consultant Shall Submit The Approximate Estimate ( Ae ) Part-I & Part-Ii As Per The Proforma Given By The Ge For Complete Work Proposed In The Dpr ( Which Includes Building , External Services , Any Other Specialized Work And Repair Work Etc . ) Duly Priced On Ssr/Ed Rates And Get The Same Approved From Plg & Wks Section Of Dgnp Mumbai . , ( Xvii ) Consultant Shall Submit Draft Costed Schedule For The Above Work Based On Actual Market Rates/Ssr Rate In Consultation With Ge Alongwith Rate Analysis Duly Supported With Quotation/Price List For The Items Which Are Not Available In Ssr For Issue Of Technical Sanction And Submit Alongwith Dpr After Getting The Same Approved From Plg & Wks Section Of Dgnp Mumbai . , ( Xviii ) Consultant Shall Give Detailed Specifications Of The Items As Per Standard Norms All As Per The Directions Of Plg & Wks Section Of Dgnp Mumbai . , ( Xix ) Consultant Shall Submit Draft Tender On Lump Sum Basis/Item Rate Basis After Taking Approval From Contract Section And Submit The Same Alongwith Dpr . , Note :- Consultant Shall Attend Periodic Meeting For Discussion On Progress Of Consultancy Alongwith Presentation On Ms Power Point . Consultant Shall Visit The Site On Monthly Basis And Review The Progress Of The Work And Methodology Being Adopted During Currency Of Actual Execution Of The Project . Consultant Shall Render Necessary Advice As And When Desired During The Actual Execution Of The Project Till Its Completion And Shall Submit Proposals To Overcome The Unforeseen Technical Challenges Faced By The Accepting Officer During Actual Execution Of The Project .
