RETTELSESBLAD / SUPPLERENDE MEDDELELSER NR. 3 CORRECTION SHEET/ SUPPLEMENTARY NOTICE NO. 3

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1 Dato 20. januar 2016 Sagsbehandler Stine Kirkeskov Mail Telefon Dokument 15/ Side 1/20 To the Bidders RETTELSESBLAD / SUPPLERENDE MEDDELELSER NR. 3 CORRECTION SHEET/ SUPPLEMENTARY NOTICE NO. 3 Fjordforbindelsen Frederikssund, Dual carriageway Marbækvej - Skibbyvej, inclusive of a High Bridge Udbud Vej- og broarbejder This correction sheet sets out the corrections and additions to all the tender material as defined in the Document List (Contractual documents, Tender documents and Information Room documents). Queries from bidders with the associated answers are attached as an appendix. Corrections are shown in bold italics and highlighted in grey. Corrections and additions: Bidders are hereby notified of the following corrections and additions to the tender documents for the above-mentioned contract: Vejdirektoratet Guldalderen Hedehusene Telefon vd@vd.dk vejdirektoratet.dk SE EAN

2 Særlige betingelser (SB) / Special Conditions to Contract: Rettelse af SB, Ad 2, stk. 3, 2. Deltidsfrister, Deltidsfrist 2a.: For at sikre arbejdets fremdrift under hensyntagen projektets kompleksitet og tidsplan, skal entreprenøren senest 8 måneder fra kontraktunderskrivelse have fremsendt, hvad der svarer til bygherrens beskrevne designpakker i SWS Design, Appendix 5 for hhv. fundamenter, piller og spunsvæggene, til bygherrens accept. Erstattes af: For at sikre arbejdets fremdrift under hensyntagen til projektets kompleksitet og tidsplan, skal entreprenøren senest 8 måneder fra kontraktunderskrivelse have fremsendt, hvad der svarer til bygherrens beskrevne designpakker i Kvalitets- og Miljøledelseskrav til totalentrepriser, bilag til SAB Styring og Samarbejde, afsnit 3.2 for hhv. fundamenter, piller og spunsvæggene, til bygherrens accept. Service translation - Særlige betingelser (SB) (Ruling language of the SB is Danish) Correction of SB, Re 2(3), 2. Interim deadlines, Interim deadline 2a: In order to ensure the progress of the work with due consideration of the complexity of the project and the time schedule, the contractor shall submit for the employer's approval, not later than 8 months from signature of the contract, what corresponds to the design packages described by the employer in SWS Management and Cooperation ("SAB Styring og Samarbejde") for, respectively, foundations, pillars and sheet piling. Is replaced with: In order to ensure the progress of the work with due consideration of the complexity of the project and the time schedule, the contractor shall submit for the employer's approval, not later than 8 months from signature of the contract, what corresponds to the design packages described by the employer in Quality and environment management requirements for turnkey contracts, appendix to SWS Management and Cooperation ( Kvalitets- og Miljøledelseskrav til totalentrepriser, bilag til SAB Styring og Samarbejde"), Section 3.2 for, respectively, foundations, pillars and sheet piling. Særlig arbejdsbeskrivelse/special Work Specification (SAB/SWS): Rettelse til SAB 03 Arbejdsplads, afsnit 1.5 (Forudgående, igangværende og kommende enterpriser): 2

3 1.5 Forudgående, igangværende og kommende entrepriser Entreprenøren skal være opmærksom på følgende entrepriser, der enten går forud for, finder sted samtidig med eller efter arbejdet: Fjordforbindelsen Frederikssund Motortrafikvejen Frederikssundsvej Marbækvej Beskrivelse af arbejdet - Etablering af midlertidige tilkørselsramper fra Frederikssundsvej og etablering af vejen mellem stationering og Start-/slutdato - marts 2016/ november Fjordforbindelsen Frederikssund Underføring og rundkørsler ved Frederikssundsvej Beskrivelse af arbejdet - Etablering af midlertidige tilkørselsramper fra Frederikssundsvej, og etablering af vejen mellem stationering og Start-/slutdato / Fjordforbindelsen Frederikssund Kompensationsbiotoper Beskrivelse af arbejdet Etablering og oprensning af vandhuller som led i de kompenserende tiltag i projektet. Start-/slutdato - efterår 2015/ efterår Fjordforbindelsen Frederikssund Faste tavler, herunder vejvisningstavler Beskrivelse af arbejdet - Etablering af skiltning for projektet. Start-/slutdato - efterår 2016 / vinter Fjordforbindelsen Frederikssund Beplantning Beskrivelse af arbejdet Beplantningsentreprisen for projektet Start-/slutdato 2019/ Fjordforbindelsen Frederikssund Trafikledelsessystemer, herunder variable tavler Beskrivelse af arbejdet Etablering af ITS-systemer for projektet. Start-/slutdato 2018/ Fjordforbindelsen Frederikssund Nedrivning af eksisterende bygninger Beskrivelse af arbejdet Nedrivning af eksisterende bygninger. Bygherre - Vejdirektoratet Start-/slutdato marts 2016/ december ETAB Fjordforbindelsen Frederikssund Betalingsanlæg Beskrivelse af arbejdet Etablering og idriftsættelse af betalingsinfrastruktur og -systemer for projektet. SWS MR 3

4 Start-/slutdato 2018 / 2019 Erstattes af: 1.5 Forudgående, igangværende og kommende entrepriser Entreprenøren skal være opmærksom på følgende entrepriser, der enten går forud for, finder sted samtidig med eller efter arbejdet: Fjordforbindelsen Frederikssund Motortrafikvejen Frederikssundsvej Marbækvej Beskrivelse af arbejdet - Etablering af midlertidige tilkørselsramper fra Frederikssundsvej og etablering af vejen mellem stationering og Start-/slutdato - marts 2016/ november Fjordforbindelsen Frederikssund Underføring og rundkørsler ved Frederikssundsvej Beskrivelse af arbejdet - Etablering af midlertidige tilkørselsramper fra Frederikssundsvej, og etablering af vejen mellem stationering og Start-/slutdato / Fjordforbindelsen Frederikssund Kompensationsbiotoper Beskrivelse af arbejdet Etablering og oprensning af vandhuller som led i de kompenserende tiltag i projektet. Start-/slutdato - efterår 2015/ efterår Fjordforbindelsen Frederikssund Faste tavler, herunder vejvisningstavler Beskrivelse af arbejdet - Etablering af skiltning for projektet. Start-/slutdato - efterår 2016 / vinter Fjordforbindelsen Frederikssund Beplantning Beskrivelse af arbejdet Beplantningsentreprisen for projektet Start-/slutdato 2019/ Fjordforbindelsen Frederikssund Trafikledelsessystemer, herunder variable tavler Beskrivelse af arbejdet Etablering af ITS-systemer for projektet. Start-/slutdato 2018/ Fjordforbindelsen Frederikssund Nedrivning af eksisterende bygninger SWS MR 4

5 Beskrivelse af arbejdet Nedrivning af eksisterende bygninger. Bygherre - Vejdirektoratet Start-/slutdato marts 2016/ december ETAB Fjordforbindelsen Frederikssund Betalingsanlæg Beskrivelse af arbejdet Etablering og idriftsættelse af betalingsinfrastruktur og -systemer for projektet. Start-/slutdato 2018 / 2019 Service translation SWS 03 Worksite (Ruling language of SAB 03 - Arbejdsplads is Danish) Correction to SWS 03 Worksite, section 1.5 (Preceding, Concurrent or Future Contracts): 1.5 Preceding, Concurrent or Future Contracts The Contractor shall be aware of the following contracts which shall either precede, be concurrent to or take place after the works: Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Expressway Frederikssundsvej Marbækvej Works description - Construction of the temporary access ramps from Frederikssundsvej, and construction of the road between chainage to Start/finish date March 2016/ vember Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Underpass and Roundabouts at Frederikssundsvej Works description - Construction of the temporary access ramps from Frederikssundsvej, and construction of the road between chainage to Start/finish date 2018 / Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Compensation biotopes Works description Construction and restoration of waterholes as part of the nature compensation for the project. Start/finish date Autumn 2015/ Autumn Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Permanent signs including directional signage Works description - Construction of the signage for the project. Start/finish date Autumn 2016 / Winter Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Planting Works description Planting contract for the project Start/finish date 2019/ 2020 SWS MR 5

6 Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Traffic Management Systems inclusive of Variable Message Signs Works description Installation of ITS systems for the project Start/finish date 2018/ Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Demolition of existing buildings Works description Demolition of existing buildings. Start/finish date March 2016/ December ETAB Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Tolling Facility Works description Installation and commissioning of tolling infrastructure and systems for the project. Start/finish date 2018 / 2019 Is replaced with: 1.5 Preceding, Concurrent or Future Contracts The Contractor shall be aware of the following contracts which shall either precede, be concurrent to or take place after the works: Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Expressway Frederikssundsvej Marbækvej Works description - Construction of the temporary access ramps from Frederikssundsvej, and construction of the road between chainage to Start/finish date March 2016/ vember Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Underpass and Roundabouts at Frederikssundsvej Works description - Construction of the temporary access ramps from Frederikssundsvej, and construction of the road between chainage to Start/finish date 2018 / Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Compensation biotopes Works description Construction and restoration of waterholes as part of the nature compensation for the project. Start/finish date Autumn 2015/ Autumn 2016 SWS MR 6

7 Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Permanent signs including directional signage Works description - Construction of the signage for the project. Start/finish date Autumn 2016 / Winter Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Planting Works description Planting contract for the project Start/finish date 2019/ Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Traffic Management Systems inclusive of Variable Message Signs Works description Installation of ITS systems for the project Start/finish date 2018/ Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Demolition of existing buildings Works description Demolition of existing buildings. Start/finish date March 2016/ December ETAB Fjordforbindelsen Frederikssund (Fjord Link Frederikssund) Tolling Facility Works description Installation and commissioning of tolling infrastructure and systems for the project. Start/finish date 2018 / 2019 Correction to SWS 01 Design, Section 4.5.1: Specific Requirements for Precast Elements The following elements may be constructed of precast concrete: SWS PMR Box girders, Square/circular elements, Approach slabs, Edge beams, fascia, ground beams and other beams, Foundations, Wingwalls, Access stairs, Platform elements, Road safety barriers for central reserve (applies to High Bridge only). Is replaced with: 7

8 Specific Requirements for Precast Elements The following elements may be constructed of precast concrete: SWS PMR Box girders, Square/circular elements, Approach slabs, Fascia, ground beams and other beams, Foundations, Wingwalls, Access stairs, Platform elements, Road safety barriers for central reserve (applies to High Bridge only). Correction to SWS 01 Design, Table 4-5 Structural form: visible construction joints shall be allowed at the edge beam face. SWS PMR Is replaced with: visible horizontal construction joints shall be allowed at the edge beam face. SWS PMR Addition to SWS 01 Design, Table 4-5 Structural form: After requirement ID SWS , the following is added: The dimensional requirements for any cross tie beams, as shown in the support sections on Definition Drawing , shall also apply for integral piers. SWS PMR Corrections to SWS 01 Design, Section (High Bridge): Ribbed corrosion resistant reinforcement (stainless steel) shall be provided within the tidal and splash zones of the piers. SWS PMR The tidal zone is defined as 1.5 m below DVR90 level. SWS PMR 8

9 The splash zone is defined as 2.2 m above DVR90 level, taking into account future sea level rise. SWS PMR Is replaced with: Ribbed corrosion resistant reinforcement (stainless steel) shall be provided from the top of the splash zone to the bottom of the tidal zone. SWS PMR The tidal zone is defined as the zone from DVR90 to 1.5m below DVR90. SWS PMR The splash zone is defined as the zone from DVR90 to 2.2m above DVR90, taking into account future sea level rise. SWS PMR Kvalitets- og Miljøledelseskrav til totalentrepriser, bilag til SAB Styring og Samarbejde Rettelse af 3.2, underafsnit 10.2: Gennemførelse af projekteringsfasen: Kontrol af projektering og kontrolcertifikater Projekteringscertifikater og kontrolcertifikater skal stilles til rådighed i overensstemmelse med SWS Design Bilag 6. Erstattes af: Kontrol af projektering og kontrolcertifikater Projekteringscertifikater og kontrolcertifikater skal stilles til rådighed i overensstemmelse med SWS Design Bilag 4. Tilbuds- og afregningsgrundlag (TAG): additions or corrections. Tilbudsliste (TBL): additions or corrections. Udbudsbetalingsplan: A new version of the Udbudsbetalingsplan will be made available on the Supplier Portal. IKT specifikation: additions or corrections. 9

10 Tegninger/Drawings: additions or corrections. Models: additions or corrections. Other data files: Inroads.alg,.ird and.itl files will be made available on the Supplier Portal. Disclaimer: The Inroads files form part of the Information Room and as such constitute noncontractual documents. ne of the information in a non-contractual document will constitute a contract or any part of a contract with Tenderers. The Employer reserves the right to supplement, withdraw and amend the non-contractual information room documents at any time during the tender period. The Employer, its respective advisors, consultants, contractors, servants and/or agents will be under no liability for any error, misstatement or omission in the information room documents. Standards: additions or corrections. Protocols: Annexes to the Vandsynsprotokol will be made available on the Supplier Portal. Document list: The document list has been updated to Rev. 3 and will be made available on the Supplier Portal. 10

11 , Fjordforbindelsen Frederikssund Bilag til rettelsesblad 3 Appendix to Correction Sheet 3 Tender Queries: Vejdirektoratet has received the following queries on the tender material for the above-mentioned tender. The queries and their accompanying answers appear below: RET = Rettelsesblad/ Correction Sheet. Nr. Query Answer Answer in Ret no. Tender Corrections 1. According to the Document list the following document should be available for download, but we cannot find it on the VD webpage. Please advice when these document will be available. This document and model will be made available on the Supplier Portal. RET 1 - dokument Principiel tilladelse til etablering af midlertidig arbejdshavn i forbindelse med etablering af ny motortrafikvej i Roskilde Fj - dokument Miljø 1

12 Nr. Query Answer Answer in Ret no. Tender Corrections 2. The following document does not seem to appear on the Document List. Please advice if or where this document is to be placed on the document list. Bidders are referred to item number on the Document List. RET 1 - Kvalitets-og miljøledelseskrav til totalentrepriser According to the document list, some of the document should also be available in English as a service translation. As far as we can see the following document does not appear to be translated as of yet. Please advice when we can expect the following documents to be available in English. Bidders are advised that the service translations for the following documents will be made available on the Supplier Portal. RET Special conditions (SB) Pricing document (TBL) Special Conditions (SB) Pricing document (TBL) Method of measurement (TAG) Method of measurement (TAG) Water protocol (Vandsynsportokol) There will be no service translations made available for the other documents ICT description (IKT beskrivelse) 4. In several documents a reference to a payment plan is mentioned, e.g. SB, ad 2, stk. 2, item F "Udkast til betalingsplan af 4. december 2015". Could VD please clarify where we can find this payment plan (udbudsbetalingsplan). Bidders are advised that this document will be made available on the Supplier Portal with this addendum. RET 1 5. Can you provide us with the Inroads/ vapoint road model files (DTM, ALG) for all roads within The relevant Inroads files will be made available to bidders on the Supplier Portal. In relation to the DTM files, bidders are RET 1 2

13 Nr. Query Answer Answer in Ret no. Tender Corrections the project? referred to the 3D road geometry model. 6. Can you provide us with the 3D alignment for the high bridge, it has been left out in the digital road alignment file (14210_0200_8200_f4.cl.dgn)? The pdf drawings showing the same are also missing but they are shown in the drawing list Bidders are referred to the previous response to Tender Query 005. The files made available will allow generation of the 3D alignment for all roads including the expressway. RET 1 7. Can you provide us with English service translations of the Danish national annexes if you have these available? Bidders can see new service translations in the updated Document list RET 1 8. Can you clarify the thickness of the boundary to apply stainless steel in the tidal and splash zone for the high bridge (see SWS )? The bidder is requested to clarify the exact nature of the query. Bidders are referred to SWS-24 Concrete in relation to requirements for cover to reinforcement. RET 1 9. Will all bridge specific annexes and guidelines be translated in to English? Bidders are referred to the previous response to Tender Query 007 and the updated Document List. These documents will be uploaded as they become available. RET 2 All documents that are currently available are on the Vejregler website: V1%2fNavigation%2fVejreglerEnglish%2fC onstruction+and+planning%2fbridges+and+highw ay+structures%2feurocodes%2f 3

14 Nr. Query Answer Answer in Ret no. Tender Corrections 10. We urge Vejdirektoratet to consider postponing the deadline for delivering material for the first dialogue meeting for 4 weeks (subsequently also the dialogue meetings). Can that be accomplished? Bidders are referred to the new programme provided as part of this correction sheet. RET 2 Yes see corrections in RET Regarding BUT, Theme 1 in the first dialogue meeting: Vejdirektoratet has, in accordance with our beliefs, stated that the tenders cost for tendering are to be minimized and that the tender process has been designed with that in mind. Hence, we urge Vejdirektoratet to make the quantities from the illustrative design available for the tenders (no liability). It will reduce the cost for all 5 tenders as neither will have to derive quantities form the same models with the sole purpose of verifying Vejdirektoratets price. We kindly ask Vejdirektoratet please, to make the quantities from the illustrative design available. Bidders are referred to the models and data made available as part of the Information Room in relation to the calculation of quantities. additional data will be made available by the Employer. RET When will DRD publicize changes to the tender material after the first dialogue round? The DRD expects to publicize an updated version of the Tender Material approximately 2 weeks after the last meeting in the first dialogue round. RET We ask Vejdirektoretet, please to supply XML files for all road alignments in order for the tenders to increase the quality of our assessment of quantities. Vejdirektoratet has previously made XML files available in amongst others the Herning - Holstebro tender. These files will be made available to bidders as soon as possible. RET 2 Yes see corrections in RET 2 4

15 Nr. Query Answer Answer in Ret no. Tender Corrections 14. All annex' (bilag) to the Vandsynsprotokol seems to be missing. Please forward these annex'. For the annex Godkendelse i henhold til Miljøbeskyttelsesloven 28, Frederikssund Kommune, bidders are referred to the Document List, items Yes see corrections in The remaining annexes will be made available on the Supplier Portal. 15. Under interim deadline 2a [of the SB] a reference to Appendix 5 in SWS - Design is mentioned, containing the Client's design packages. SWS01 - Design only contains up to Appendix 4 (see page 151 in SWS01 - Design). Could VD please provide us with Appendix 5. It is confirmed that there are only 4 appendices to SWS01 Design. Bidders are referred to section 3.2 of Quality and environment management requirements for turnkey contracts, appendix to SWS Management and Cooperation ( Kvalitets- og Miljøledelseskrav til totalentrepriser, bilag til SAB Styring og Samarbejde") in relation to the design packages. Yes see corrections in 16. According to interim deadline 2a [of the SB] the design packages for foundations and pillars have to be submitted 8 months after contract signing and according to interim deadline 2c the result of the geotechnical investigations for the high bridge have to be submitted after 12 months. In our interpretation there is conflict between these two interim deadlines as we need the result of the geotechnical investigations in order to complete the design for foundations and pillars, ie. 2c comes before 2a. Should the two interim deadlines have been switched timewise or is interim deadline 2a only dealing with design for foundations and pillars for land-based bridges. Please clarify. Bidders are advised that interim deadline 2c only applies in relation to deviating ground conditions, as further set out in clause 15(4) of the SB. 5

16 Nr. Query Answer Answer in Ret no. Tender Corrections 17. The partial sum of the percentages under HP1 "Projektering" only add up to 50%, whereas in all other HP-groups they add up to 100%. Please clarify. Bidders are advised that a new version of the Udbudsbetalingsplan will be made available on the Supplier Portal. It should be noted that further changes form part of this document. Yes see corrections in 18. Please confirm that we have understood the following correctly. Every single time we pass under the transmission lines at st. 2.2 with a vehicle taller than 3m we have to call the owner of the transmission line, even though we have established portals for protection of the transmission line? This might be many times a day and from 6am to 18pm. Bidders are referred to requirement IDs SWS and SWS in SWS03-Arbejdsplads, as well as section 9 of SWS 02 Styring og Samarbejde. The Employer and the utility owner have agreed the permanent situation, which is to be in accordance with the alignment requirements shown on Definition Design Drawing no What happens if we cannot get hold of the owner of the transmission line? How does the Client and/or the owner entend to handle semi-permanent works, like excavation and building up of the road, underneath the transmission linis? How does the Client and/or owner entend to handle the permanent situation with normal traffic taller than 3m passes under the transmission lines? 19. According to SAB (p.2) contract being the road for ch is complete v. 2017, however according to SAB (p.11) access to the same road is It is assumed for the purposes of this query that the bidder is referring to contract Bidders are referred to the updated version of requirement ID SWS Yes see correction in 6

17 Nr. Query Answer Answer in Ret no. Tender Corrections stated as being v (access to site), being one year before. Please clarify. In case this access road (ch ) is not ready before v. 2017, how do the Contractor get access to the site compound at Frederikssundsvej and the complete site area between Marbækvej and Roskilde Fjord already in v (which is necessary) when Marbækvej is not allowed for heavy traffic. Please clarify in Section 1.5 of SWS 03 - Arbejdsplads (SWS 03 Worksite) provided as part of this correction sheet. 20. In "SWS01 - Design" it is given in Clause that "The design shall allow for a sacrificial thickness for the designated design life of the structure. corrosion protection shall be provided". The Employer is kindly asked to inform which corrosion rates shall be used for sheet pile walls (design life 120 yrs) as these can not be found in the SWS's. For corrosion rates to be used in design, bidders are referred to Section 1.1 of General Work Specification (GWS) - Foundation (Almindelig Arbejdsbeskrivelse (AAB) Betonbro Fundering). 21. The SWS specifications and the definition drawings do not define the Highest Astronomical Tide, Mean Sea Level or the Lowest Astronomical Tide. The information is provided in the document ARP-TN-CM-XX Kindly confirm that these are the levels to be taken for the project. This tender query will be addressed in Correction Sheet no The SWS specifications and the definition drawings do not outline the sea level rise which is to be used in the project to account for climate change over the service life of the bridge. The document DHI-RP-CM outlines a study which was done but no definite value is given. This tender query will be addressed in Correction Sheet no. 4. 7

18 Nr. Query Answer Answer in Ret no. Tender Corrections Kindly confirm the maximum sea level rise which is to be accounted for during the 120 serivce life of the bridge. Currently the report gives values to year In Clause SWS it states that the navigation clearance is to be DRV90. Kindly confirm that this clearance takes allowance for the future sea level rise. This tender query will be addressed in Correction Sheet no Clarification of query no. 8 answered in RET1: In Clause SWS it is stated than stainless steel is to be provided between the tidal zone and splash zone of the piers. In clause SW it is stated that stainless steel shall be provided as skin friction. Kindly clarify further the boundary section thickness in which stainless steel is to be placed and what is intended by the term skin friction. Bidders are referred to the updated version of requirement IDs SWS , SWS and SWS in Section of SWS01 Design provided as part of this correction sheet. The term skin friction is not used anywhere in the tender documentation. It should be noted that the Contractor shall determine as part of his design the required cover and type of reinforcement within the requirements of section Yes- see corrections in 25. Kindly confirm that it is the aesthetic intention that the integral piers in the high bridge will not have a cross tie. Therefore some piers will have one and others will not as per definition drawing Bidders are advised that it is not a particular requirement to have a cross tie beam. Bidders are referred to the additional requirement ID SWS in Table 4-5 of SWS 01 Design, which forms part of this correction sheet. Yes see corrections in 26. Clause SWS of SWS01 Design states that the edge beams are permitted to be precast concrete. However clause SWS states that a longitudinal construction joints Bidders are referred to the updated versions of requirement IDs SWS and SWS in Section of SWS01 Design, and requirement Yes see correction in 8

19 Nr. Query Answer Answer in Ret no. Tender Corrections between the deck slab and edge beam for reinforced concrete construction is not permitted. Additionally in SWS it is stated that no visible construction joints shall be allowed at the edge beam face. Kindly confirm that all of these clauses are correct. ID SWS in section 4.3 of SWS01 Design provided as part of this correction sheet. 27. In the Geotechnical Factual Report we find CPT data included as printouts in the pdf. Can CPT raw data (recordings) be provided digitally? Bidders are referred to the AGS files made available on the Supplier Portal to access the digital version of the CPT and other geotechnical factual data in digital format. Document Report 1; Rev 1.0; Geotechnical Factual Report by GEO. Geo Project Enclosure 1D.01 (Borehole Logs) - Appendix 1D.I (Interpreted CPT Logs) 28. Yesterday [ ] we received the mail attached below regarding new documents on the DRD portal. When activating the imbedded link, no new documents do however appear. It is confirmed that no new or revised Tender Documents were uploaded on the 15 th January Please disregard this notification, which was due to some minor text updates on the webpage. 29. Topic 2 for the first dialogue meeting, regarding optimized design: It is our understanding that the optimized design for High Bridge and Other Structures are clearly linked to our status in the Compliance matrix with regard to the PMR s. Can you elaborate on your expectations to, what role the solving of status for the PMR s in the Bidders are referred to sections 4.2 and 4.3 of the Bestemmelser om Udbud og Tilbud (Instructions to Tenderers) (BUT/ITT) in relation to the status of minimum requirements, preliminary minimum requirements and requirements. 9

20 Nr. Query Answer Answer in Ret no. Tender Corrections Compliance Matrix is to have in the dialogue meeting? Bidders are referred to section 5.4 of the BUT/ITT in relation to the written submission requirements for themes 1 and 2 as well as the focus for themes 1 and 2 for the dialogue meetings. 10