Selection Of Technical Consultancy For Feasibility Study , Preparation Of Detailed Feasibility Report , Basic Design And Preparation Of Tender Documents For Augmenting Yard Infrastructure

Tender Notice

25548042
Corrigendum : Selection Of Technical Consultancy For Feasibility Study , Preparation Of Detailed Feasibility Report , Basic Design And Preparation Of Tender Documents For Augmenting Yard Infrastructure
Indian
Andhra Pradesh
28-10-2020
10-11-2020
11-11-2020

Tender Details

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 .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Sep-202 Date extension Date 15-10-2020
2 08-Oct-202 Due date extension 2 Date 22-10-2020
3 14-Oct-202 Due date extension. Date 28-10-2020
4 15-Oct-202 TENDER EVENTS Date 30-10-2020
5 28-Oct-202 TENDER DUE DATE EXTENSION Date 10-11-2020

Key Value

Document Fees
INR 1180 /-
EMD
INR 100000.00 /-
Tender Value
Refer document

BOQ Items

Name of Work: SELECTION OF TECHNICAL CONSULTANCY FOR TESTING, INVESTIGATION , ANALYSIS AND PREPARATION OF DETAILED FEASIBILITY REPORT FOR INFRASTRUCTURE AUGMENTATION FOR FSS PROJECT
Sl. No. Item Description Item No. Quantity Units
1 1 Topographic and Bathemetric survey required for proposed facilities covering all areas as indicated in the Annexure -1 and submit the report O01 1 LS
2 2 Visual inspection of existing facilities, ascertain the actual condition of the Slipway-4 & associated facilities and submit the inception report containing the way forward O02 1 LS
3 3 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 O03 12 Each
4 4 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 O04 8 Each
5 5 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 O05 6 Each
6 6 Core cutting through the existing RCC/PCC of existing facilites , analysing the data and submit detailed report on strenghth and other parameters. O06 25 Each location
7 7 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. O07 50 Each location
8 8 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 O08 1 LS
9 9 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. O09 1 LS
10 10 Prepare Layout and sectional details of modifications including extension of slipway in to the seaward side and land side O10 1 LS
11 11 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 . O11 1 LS
12 12 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. O12 1 LS
13 13 Study the condition of existing RCC service ducts and suggest remedial measures or replacement design if required. O13 1 LS
14 14 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. O014 1 LS
15 15 Prepare layout and other drawings of new infrastructure facilitieslisted below. includingindicating the General arrangements of machnery & equipment
16 15.01 Production Hall - 3 nos O017 1 LS
17 15.02 Humudity controlled Blasting and Painting Hall - 4 nos accommodating one engine room in between O018 1 LS
18 16 Carry out preliminary design calculations to derive structural capacity of foundations and structures. O019 1 LS
19 17 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. O020 1 LS
20 18 Ratification of the findings from third party such as NITs /IITs / Bureau Veritas(I) as approved by HSL. O021 1 LS
21 19 Presentation and discussion on findings, observations and recommendations to HSL and M/s Anadolu Shipyard (the Collaborator) O022 1 LS
22 20 Prepare Detailed Feasibility Report (DFR) & Make presentation of the proposed project segment wise and appraise HSL management on implementation procedure. O023 1 LS
23 21 Preparation of Tender Documents for Detailed Design and Execution O024 1 LS
24 22 NOTE:\n1) All price component entries from sl no 1 to 21 are to be filled separately against the respective item.\n2) 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.\n3) No price figure is to be placed in the price format when used for technical bid.
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