Selection Of Technical Consultancy For Feasibility Study , Preparation Of Detailed Feasibility Report , Basic Design And Preparation Of Tender Documents For Augmenting Yard Infrastructure, Hindustan Shipyard Limited-Andhra Pradesh

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 .

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	30-Sep-2020	Date extension	Date	15-10-2020
2	08-Oct-2020	Due date extension 2	Date	22-10-2020
3	14-Oct-2020	Due date extension.	Date	28-10-2020
4	15-Oct-2020	TENDER EVENTS	Date	30-10-2020
5	28-Oct-2020	TENDER DUE DATE EXTENSION	Date	10-11-2020
6	05-Dec-2020	Due date extension 8	Date	10-12-2020

INR 1180 /-

INR 100000.0 /-

Refer document

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.