Prior Information Notice For Excavating And Earthmoving Work – Civil Earthwork - Shoring Of Excavation (Soe), Soil Improvement - Design And Construction (Design-Build)

Prior Information Notice For Excavating And Earthmoving Work – Civil Earthwork - Shoring Of Excavation (Soe), Soil Improvement - Design And Construction (Design-Build). 1. Upon Bechtel’S Evaluation Of Your Response To The Poland Prequalification Questionnaire, Bechtel Will Notify If Your Company Meets, Conditionally Meets, Or Does Not Meet The Prequalification Requirements That Closely Match The Requirements. A Companys Submission Of Prequalification Questionnaire Does Not Automatically Qualify Your Company To Be Prequalified. Bechtel Reserves The Right To Exclude Any Of The Following From This Competitive Bidding Process: A. Any Economic Operator That Is Directly Or Indirectly Owned Or Controlled By An Entity From A Country Not Covered By The Government Procurement Agreement (Gpa) With The Eu; Or B. Economic Operators Who Rely In The Competitive Bidding Process On Capacities Of Any Entities From Countries Not Covered By The Gpa With The Eu. Such Decision Of Bechtel Shall Not Be Subject To Complaint. 2. Each Prequalified Company Will Be Required To Execute A Non-Disclosure Agreement (Nda). 3. Companies Meeting The Prequalification Criteria And Who Have Executed The Nda Will Be Invited To Submit Proposals For Soe/Si Design-Build Services. 4. The Request For Quotation (Rfq) Shall Include The Award Criteria, Scope Of Work, Specifications, Drawings, Datasheets, Terms And Condition, And Schedule Data. The Rfq Shall Be Issued Via Bechtel’S Digital Supply Chain System Automation Tool. 5. The Rfq Document Will Include The Soe/Si Design-Build Scope, Requiring Mobilization Of Adequate Construction Equipment (Type And Sufficient Number), Crews And Required Staff For Production Sufficient To Maintain The Project Schedule And Milestones, And Demobilization Upon Successful Completion Of The Work. The Technical Services May Include, But Are Not Limited To, Design And Construction Of Shoring Walls Including Required Tieback Anchors, Of Several, Varying Wall Types, E.G.: • Reinforced Concrete Diaphragm Wall-Shoring And Seepage Cut-Off Walls To Depth Exceeding 40M, Quantity Near 150,000 Sq M • Deep Soil Mixing (Dsm) And/Or Cutter Soil Mixing (Csm)- Shoring And Seepage Cut-Off Walls To Depth Exceeding 40M, Quantity Near 25,000 Sq M • Dsm And/Or Csm Shoring Walls With Soldier Piles, Quantity Near 100,000 Sq M • Extensive Use Of Jet Grouting And/Or Dsm For Use As Gravity Shoring, Hydraulic Plug For Seepage Control And Bracing For The Shoring System, Quantity Near 600,000 Cu M. • Ground Improvement For Support Of Heavy Lift Cranes- Extensive Use Of Dsm Ground Improvement Is Planned To Depths Of 15M, Quantity Near 100,000 Cu M • The Project Environmental Impact Assessment Contains Requirements That Limit Dewatering Outside Of/Exterior To The Shoring Walls, Therefore Tieback Anchors Must Be Installed Under Significant Water Head. 6. Proposal May Be Provided In Euro, Pln, Usd. Furthermore, The Proposals Will Be Requested As Firm Fixed Unit Rates (Not Subject To Any Price Adjustment) With Agreement To Unit Rates For Change Management. 7. Award Criteria Shall Be Based On A Combination Of The Highest Evaluated Scored Bidder Wit