Rettelsesblad / Supplerende Meddelelser Nr

Dato 29. januar 2016 Sagsbehandler Stine Kirkeskov Mail [email protected] Telefon Dokument 15/10041-53 Side 1/36

To the Bidders

RETTELSESBLAD / SUPPLERENDE MEDDELELSER NR. 4 CORRECTION SHEET/ SUPPLEMENTARY NOTICE NO. 4

Fjordforbindelsen Frederikssund, Dual carriageway Marbækvej - Skibbyvej, inclusive of a High Bridge Udbud 14210.001 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 Telefon +45 7244 3333 Guldalderen 12 [email protected] SE 60729018 2640 Hedehusene vejdirektoratet.dk EAN 5798000893450

Bestemmelser om udbud og tilbud (BUT): No additions or corrections.

Særlige betingelser (SB): No additions or corrections.

Særlig arbejdsbeskrivelse/Special Work Specification (SAB/SWS):

Correction to SWS 01 – Design 1.8 (Special environmental requirements):

The Contractor shall take due consideration of the terms and conditions of SWS01-00-1.8-010 PMR the following special environmental requirements, as a minimum, for the design and construction of the works:

 The construction of the High Bridge shall result in a permanent land take due to the bridge pier foundations not greater than a total of 0.5 ha in bays and inlets area.  The permanent land take of the salt marsh area in the Natura 2000 area shall not be greater than 0.1 ha.  The permanent land take of the chalk grassland area in the Natura 2000 area shall not be greater than 0.06 ha.  The Contractor shall ensure that all permanent land takes do not ex- ceed the figures for the various protected areas described above. All permanent retention ponds shall be located outside the Natura 2000 area and §3 protected areas.

Is replaced with:

The Contractor shall take due consideration of the terms and conditions of SWS01-01-1.8-010 PMR the following special environmental requirements, as a minimum, for the design and construction of the works:

 The construction of the High Bridge shall result in a permanent land take not greater than a total of 0.5 ha due to the permanent footprint of the High Bridge in the water of the Roskilde Fjord. This footprint is considered to be the sum of the plan area of the largest elements per pier below water. This covers both the pier foundation and substructure.  The permanent land take of the salt marsh area in the Natura 2000 area shall not be greater than 0.1 ha.  The permanent land take of the chalk grassland area in the Natura

2000 area shall not be greater than 0.06 ha.  The Contractor shall ensure that all permanent land takes do not ex- ceed the figures for the various protected areas described above. All permanent retention ponds shall be located outside the Natura 2000 area and §3 protected areas.

Correction to SWS 01 – Design 2.2.3 (Crossfall):

All carriageways for straight sections shall be designed with a crossfall in SWS01-00-2.2-030 MR the range of 20% to 25%. On horizontal curves, the crossfall shall be calcu- lated based on the design speed (Vp) (Planlægningshastighed) and radius at each individual location where superelevation is to be applied.

Is replaced with:

All carriageways for straight sections shall be designed with a crossfall in SWS01-01-2.2-030 MR the range of 20‰to 25‰. On horizontal curves, the crossfall shall be calcu- lated based on the design speed (Vp) (Planlægningshastighed) and radius at each individual location where superelevation is to be applied.

Correction to SWS 01 – Design 2.3.3.1 (Dimensions):

1) A 0.5 m wide section of the shoulder adjacent to the hard strip shall be SWS01-00-2.3-220 PMR paved for drainage away from the carriageway to a 5 cm high asphalt wedge/kerb. All gullies shall be installed along this 0.5 m paved section on the shoulder.

Is replaced with:

1) A 0.5 m wide section of the shoulder adjacent to the hard strip shall be SWS01-01-2.3-220 PMR paved and sloped so that it drains away from the carriageway. The paved section of the shoulder shall be kerbed by an asphalt wedge 5 cm high and 10 cm wide located such that the unpaved section of the shoulder is kept free of the water drained from the carriageway. The slope of the wedge shall face towards the paved area, so that the paved area and wedge form a trough-like shape for the collection of surface water. All gullies shall be installed inside this 0.5 m paved section of the shoulder.

Correction to SWS 01 – Design 2.3.4 (Roundabouts):

Roundabouts shall be designed in accordance with the requirements of SWS01-00-2.3-270 PMR Table 2-3.

Table 2-3 Requirements for roundabouts Location Type Central Island Ra- dius (minimum)

Connection of the ex- Two-lane rounda- 50 m pressway with Skibbyvej bout and Onsvedvej

Connection of the north- One-lane rounda- 23 m ern connector road with bout Ny Landerslevvej

Connection of the south- One-lane rounda- 23 m ern connector road with bout Ny Landerslevvej

Connection of Ny One-lane rounda- 23 m Landerslevvej with the bout existing Lyngerupvej

Connection of northern One-lane rounda- 23 m connector road with Mar- bout bækvej

Connection of southern One-lane rounda- 23 m connector road with Mar- bout bækvej

Is replaced with:

Roundabouts shall be designed in accordance with the requirements of SWS01-01-2.3-270 PMR Table 2-3.

Table 2-3 Requirements for roundabouts Location Type Central Island Di- ameter (minimum)

Connection of the ex- Two-lane rounda- 50 m pressway with Skibbyvej bout and Onsvedvej

Connection of the north- One-lane rounda- 23 m ern connector road with bout Ny Landerslevvej

Connection of the south- One-lane rounda- 23 m ern connector road with bout Ny Landerslevvej

Connection of Ny One-lane rounda- 23 m Landerslevvej with the bout existing Lyngerupvej

Connection of northern One-lane rounda- 23 m connector road with Mar- bout bækvej

Connection of southern One-lane rounda- 23 m connector road with Mar- bout bækvej

Correction to SWS 01 – Design 2.3.13.2 (Pavement design software):

The asphalt concrete binder (ABB) content on the expressway, connector SWS01-00-2.3-660 PMR roads and roundabouts shall be applied at a minimum rate of 150km/m3 (50 mm).

Is replaced with:

For the design of the expressway, connector roads and roundabouts, SWS01-01-2.3-660 PMR the thickness of the asphalt concrete binder (ABB) layer shall be a minimum of 50 mm.

Correction to SWS 01 – Design 3.2.4 (Retention ponds):

Retention ponds shall be provided with shut-off valves, penstocks or altera- SWS01-00-3.2-300 MR tive suitable means for maintenance purposes.

Is replaced with:

Outlets from retention ponds shall be provided with shut-off valves, pen- SWS01-01-3.2-300 MR stocks or alternative suitable means for maintenance purposes.

Addition to SWS 01 – Design, 3.2.13 (Authority approvals and permits):

After requirement ID SWS01-00-3.2-660, the following is added:

The Contractor shall be responsible for applications for and obtaining SWS01-00-3.2-661 MR groundwater discharge permits.

Correction to SWS 01 – Design 3.3.2.1 (Hydraulic calculations):

Rainfall calculations and internal drainage network sizing shall be based on SWS01-00-3.3- PMR the Rational Method or the Modified Rational Method. 200

Is replaced with:

Rainfall calculations and internal drainage network sizing shall be based on SWS01-01-3.3-030 PMR the Rational Method or the Modified Rational Method in accordance with Skrift 27.

Correction to SWS 01 – Design 3.3.2.6 (Pipes and Manholes):

For manholes on the lateral connections, and where a silt trap is necessary, SWS01-00-3.3-200 PMR the capacity of the silt trap shall be a minimum of 160 litres. For manholes of 1.25 m diameter silt traps shall have a capacity of a minimum of 250 litres.

Is replaced with:

The minimum capacity of the silt trap on the manholes shall be 160 SWS01-01-3.3-200 PMR litres. For manholes of 1.25 m diameter silt traps shall have a capacity of a minimum of 250 litres.

Correction to SWS 01 – Design 3.3.2.6 (Pipes and Manholes):

Silt traps shall not be provided to manholes with pipe size greater than 700 SWS01-00-3.3-210 MR mm and not for manholes along a main carrier pipe.

Is replaced with:

Silt traps shall not be provided to manholes with pipe size greater than 700 SWS01-01-3.3-210 MR mm.

Correction to SWS 01 – Design 3.3.2.6 (Pipes and Manholes):

Carrier pipes shall be laid at a minimum depth of 1.5 m below the finished SWS01-00-3.3-240 MR road surface. In exceptional cases 1.0 m depth shall be allowed, subject to suitable protection being provided and the proposals for same being accepted by the Employer’s Supervisor.

Is replaced with:

Carrier pipes shall be laid with a minimum cover of 1.5 m below the fin- SWS01-01-3.3-240 MR ished road surface. In exceptional cases 1.0 m depth shall be allowed, subject to suitable protection being provided and the proposals for same being accepted by the Employer’s Supervisor.

Correction to SWS 01 – Design 3.3.3.2. (Drains and manholes):

Requirement ID SWS01-00-3.3-410 is removed.

Correction to SWS 01 – Design 3.3.4.3 (Layout and access):

Particular consideration shall be given to the design if a retention pond is to SWS01-00-3.3-630 PMR be located amongst the summer houses in Tørslev Hage, south of the expressway. The design shall be done in such a way that it minimizes health and safety risks for members of the public. Retention pond embankments shall have a maximum slope of a=5. The risk of pond of overtopping shall be minimized and overflows shall not cause flooding in the area.

Is replaced with:

Particular consideration shall be given to the design to the retention pond to SWS01-01-3.3-630 PMR be located amongst the summer houses in Tørslev Hage, south of the expressway (coordinates x=618278, y=1187156 in coordinate system ETRS 1989 DKTM3/DVR90). The design shall be done in such a way that it minimizes health and safety risks for members of the public. Retention pond embankments shall have a maximum slope of a=5. The risk of pond overtopping shall be minimized and overflows shall not cause flooding in the area.

Addition to SWS 01 – Design 3.3.6 (Reopening of Mademose Å):

After requirement ID SWS01-00-3.3-1100, the following is added:

The Contractor shall ensure that suitable measures shall be provided SWS01-00-3.3-1101 PMR to retain the existing water levels in the stream, so that adjacent marshland areas are not drained.

Addition to SWS 01 – Design, Appendix 1, 2.2.4 (Design Water Levels):

After requirement ID SWS01-A1-00-2.2-020, the following is added:

2.2.4 Design Water Levels SWS01-A1-00-2.2- PMR 030 The water levels to be used in the design shall be in accordance with Table 2 below.

Level Level Referenced to DVR90 (m)

Highest Astronomi- +0.2 cal Tide (HAT)

Lowest Astronomi- -0.1 cal Tide (LAT)

Mean Water Level +0.05 (MWL)

Addition to SWS 01 – Design, Appendix 1, 2.2.4 (Design Water Levels):

After requirement ID SWS01-A1-00-2.2-030, the following is added:

The sea level rise over a 120 year period shall be taken as 1.2 metres. SWS01-A1-00-2.2- PMR 040

Correction to SWS 21 – Scaffolding and Formwork 1.0 (General):

Scaffolding and formwork shall accommodate access requirements as SWS21-00-1.0-060 MR defined in SWS – Workplace (SAB-Arbejdsplads).

Is replaced with:

Scaffolding and formwork shall accommodate access requirements to the SWS21-01-1.0-060 MR Worksite as defined in SWS – Workplace (SAB-Arbejdsplads).

Correction to SWS 24 – Concrete, Table 1 (Concrete and constituent material properties):

SWS24-00-4.5-510 PMR

Cover Cov- mm 50 75 70 70 50 er,

21) 23) min.

70 (bored) 70 50 (driven) 50

Is replaced with:

SWS24-01-4.5-510 PMR

Cover Cov- mm 50 50 75 70 50 er,

21) 23) min.

70 (bored) 70 50 (driven) 50

Addition to SWS 33 – Spray Applied Waterproofing 2.1. (General):

After requirement ID SWS33-00-2.1-022, the following is added:

CE marking shall be carried out to ETAG 033. SWS33-00-2.1-022 MR

Addition to SWS 33 – Spray Applied Waterproofing 2.1. (General):

After requirement ID SWS33-00-2.1-022, the following is added:

The following requirements shall as a minimum be fulfilled for the SWS33-00-2.1-025 MR total system:

 The bond strength between the waterproofing layer and the concrete support shall be a minimum value of 1.0 MPa in accordance with EN 13596: 2004 (The general modes of failure shall be described in accordance with EN ISO 4624: 2003).  Water tightness in accordance with EN 14694:2005 (without any pre-treatment)  Crack bridging ability (after heat ageing at a temperature of (70 ± 2)°C for (28 ± 0.5) days in accordance with EOTA TR 011: 2004) at -20°C in accordance with EN 14224:2010

Tilbudsliste (TBL): No additions or corrections.

Udbudsbetalingsplan: No additions or corrections.

IKT specifikation:

No additions or corrections.

Contract Document (Totalentreprisekontrakt)

The Contract Document (Totalentreprisekontrakt) will be made available on the Supplier Portal.

Permits and Approvals

Missing appendices related to ’Dispensation fra Naturbeskyttelseslovens §3 til nedlæggelse og påvirkning af §3 natur’ will be made available on the Supplier Portal

Tegninger/Drawings: Dgn files for the Illustrative Design Drawings – Structures will be made available on the Supplier Portal as soon as possible.

Models: The following revised model will be made available to the Supplier Portal:

- 14210_0200_8200_f4.cl (Centerlinje - Road centerline)

Disclaimer: The drawings and model files form part of the Information Room and as such consti- tute non-contractual documents. None of the information in a non-contractual document will con- stitute a contract or any part of a contract with Tenderers. The Employer reserves the right to sup- plement, 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.

Other data files: No additions or corrections.

Document list:

The document list has been updated to Rev. 4 and will be made available on the Supplier Portal.

14210.001, Fjordforbindelsen Frederikssund Bilag til rettelsesblad 04 Appendix to Correction Sheet 04

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 Tender Correcti- in Ret ons no.

1. According to the Document list the following docu- This document and model will be made RET 1 No ment should be available for download, but we available on the Supplier Portal. cannot find it on the VD webpage. Please advice when these document will be available.

- dokument 1.4.9 - Principiel tilladelse til etablering af midlertidig arbejdshavn i forbindelse med etablering af ny motortrafikvej i Roskilde Fj

- dokument 3.3.30 - Miljø

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

2. The following document does not seem to appear Bidders are referred to item number 1.2.4 RET 1 No on the Document List. Please advice if or where on the Document List. this document is to be placed on the document list.

- Kvalitets-og miljøledelseskrav til totalentrepriser - 14210.001

3. According to the document list, some of the docu- Bidders are advised that the service trans- RET 1 No ment should also be available in English as a ser- lations for the following documents will be vice translation. As far as we can see the following made available on the Supplier Portal. document does not appear to be translated as of yet. Please advice when we can expect the following documents to be available in English.  Special Conditions (SB) - 1.1.2 - Special conditions (SB)  Pricing document (TBL)  Method of measurement (TAG) - 1.1.3 - Pricing document (TBL)

- 1.1.6 - Method of measurement (TAG) There will be no service translations made available for the other documents. - 1.5.1 - Water protocol (Vandsynsportokol)

- 1.6.2 - ICT description (IKT beskrivelse)

4. In several documents a reference to a payment Bidders are advised that this document will RET 1 No plan is mentioned, e.g. SB, ad § 2, stk. 2, item F be made available on the Supplier Portal "Udkast til betalingsplan af 4. december 2015". with this addendum. Could VD please clarify where we can find this payment plan (udbudsbetalingsplan).

5. Can you provide us with the Inroads/ NovaPoint The relevant Inroads files will be made RET 1 No road model files (DTM, ALG) for all roads within available to bidders on the Supplier Portal. In relation to the DTM files, bidders are

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

the project? referred to the 3D road geometry model.

6. Can you provide us with the 3D alignment for the Bidders are referred to the previous re- RET 1 No high bridge, it has been left out in the digital road sponse to Tender Query 005. The files alignment file (14210_0200_8200_f4.cl.dgn)? The made available will allow generation of the pdf drawings showing the same are also missing 3D alignment for all roads including the but they are shown in the drawing list expressway.

7. Can you provide us with English service transla- Bidders can see new service translations in RET 1 No tions of the Danish national annexes if you have the updated Document list these available?

8. Can you clarify the thickness of the boundary to The bidder is requested to clarify the exact RET 1 No apply stainless steel in the tidal and splash zone nature of the query. Bidders are referred to for the high bridge (see SWS01-00-4.6-040)? SWS-24 Concrete in relation to requirements for cover to reinforcement.

9. Will all bridge specific annexes and guidelines be Bidders are referred to the previous re- RET 2 No translated in to English? sponse to Tender Query 007 and the updated Document List. These documents will be uploaded as they become available.

All documents that are currently available are on the Vejregler website: http://english- vejreg- ler.lovportaler.dk/SearchResult.aspx?t=%2f V1%2fNavigation%2fVejreglerEnglish%2fC onstruc- tion+and+planning%2fBridges+and+Highw ay+Structures%2fEurocodes%2f

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

10. We urge Vejdirektoratet to consider postponing Bidders are referred to the new programme RET 2 Yes – see correc- the deadline for delivering material for the first provided as part of this correction sheet. tions in RET 2 dialogue meeting for 4 weeks (subsequently also the dialogue meetings). Can that be accomplis- hed?

11. Regarding BUT, Theme 1 in the first dialogue Bidders are referred to the models and data RET 2 No meeting: made available as part of the Information Vejdirektoratet has, in accordance with our beliefs, Room in relation to the calculation of quan- stated that the tenders cost for tendering are to be tities. No additional data will be made minimized and that the tender process has been available by the Employer. 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.

12. When will DRD publicize changes to the tender The DRD expects to publicize an updated RET 1 No material after the first dialogue round? version of the Tender Material approxi- mately 2 weeks after the last meeting in the first dialogue round.

13. We ask Vejdirektoretet, please to supply XML files These files will be made available to bid- RET 2 Yes – see correc- for all road alignments in order for the tenders to ders as soon as possible. tions in RET 2 increase the quality of our assessment of quantities. Vejdirektoratet has previously made XML files available in amongst others the Herning - Holstebro tender.

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

14. All annex' (bilag) to the Vandsynsprotokol seems For the annex ’Godkendelse i henhold til RET 3 Yes – see correc- to be missing. Please forward these annex'. Miljøbeskyttelsesloven §§ 28, Frederiks- tions in RET 3 sund Kommune’, bidders are referred to the Document List, items 1.4.8-1.4.15.

The remaining annexes will be made available on the Supplier Portal.

15. Under interim deadline 2a [of the SB] a reference It is confirmed that there are only 4 appen- RET 3 Yes – see correc- to Appendix 5 in SWS - Design is mentioned, con- dices to SWS01 – Design. Bidders are tions in RET 3 taining the Client's design packages. SWS01 - referred to section 3.2 of ’Quality and envi- Design only contains up to Appendix 4 (see page ronment management requirements for 151 in SWS01 - Design). Could VD please provide turnkey contracts, appendix to SWS Man- us with Appendix 5. agement and Cooperation (“Kvalitets- og Miljøledelseskrav til totalentrepriser, bilag til SAB Styring og Samarbejde") in relation to the design packages.

16. According to interim deadline 2a [of the SB] the Bidders are advised that interim deadline RET 3 No design packages for foundations and pillars have 2c only applies in relation to deviating to be submitted 8 months after contract signing ground conditions, as further set out in and according to interim deadline 2c the result of clause 15(4) of the SB. the geotechnical investigations for the high bridge have to be submitted after 12 months. In our in- terpretation 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.

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

17. The partial sum of the percentages under HP1 Bidders are advised that a new version of RET 3 Yes – see correc- "Projektering" only add up to 50%, whereas in all the Udbudsbetalingsplan will be made tions in RET 3 other HP-groups they add up to 100%. Please available on the Supplier Portal. It should clarify. be noted that further changes form part of this document.

18. Please confirm that we have understood the fol- Bidders are referred to requirement IDs RET 3 No lowing correctly. Every single time we pass under SWS03-00-5.1-030 and SWS03-00-5.2-020 the transmission lines at st. 2.2 with a vehicle in SWS03-Arbejdsplads, as well as section taller than 3m we have to call the owner of the 9 of SWS 02 – Styring og Samarbejde. transmission line, even though we have established portals for protection of the transmission The Employer and the utility owner have line? agreed the permanent situation, which is to be in accordance with the alignment re- This might be many times a day and from 6am to quirements shown on Definition Design 18pm. Drawing no. 14210-5028.

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 SAB03-1.5.1 (p.2) contract It is assumed for the purposes of this query RET 3 Yes – see correc- 14210.100 being the road for ch. 8.200-9.100 is that the bidder is referring to contract tion in RET 3 complete Nov. 2017, however according to 14210.200. Bidders are referred to the up- SAB03-3.1.3.1 (p.11) access to the same road is dated version of requirement ID SWS03-

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

stated as being Nov. 2016 (access to site), being 00-1.5-010 in Section 1.5 of SWS 03 - Ar- one year before. Please clarify. bejdsplads (SWS 03 – Worksite) provided as part of this correction sheet. In case this access road (ch. 8.200-9.100) is not ready before Nov. 2017, how do the Contractor get access to the site compound at Freder- ikssundsvej and the complete site area between Marbækvej and Roskilde Fjord already in Nov. 2016 (which is necessary) when Marbækvej is not allowed for heavy traffic. Please clarify.

20. In "SWS01 - Design" it is given in Clause 4.2.11 For corrosion rates to be used in design, RET 3 No that "The design shall allow for a sacrificial thick- bidders are referred to Section 1.1 of Gen- ness for the designated design life of the struc- eral Work Specification (GWS) - Founda- ture. No corrosion protection shall be provided". tion (Almindelig Arbejdsbeskrivelse (AAB) Betonbro – Fundering). 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.

21. The SWS specifications and the definition draw- Bidders are referred to the new require- RET 4 Yes - see correc- ings do not define the Highest Astronomical Tide, ment IDs SWS01-A1-00-2.2-030 and tion in RET 4 Mean Sea Level or the Lowest Astronomical Tide. SWS01-A1-00-2.2-040 in Appendix 1 of The information is provided in the document SWS01 – Design, which are provided as 14210-ARP-TN-CM-XX-00001. Kindly confirm that part of this correction sheet. these are the levels to be taken for the project.

22. The SWS specifications and the definition draw- Bidders are referred to the response to RET 4 No ings do not outline the sea level rise which is to be Tender Query 021. used in the project to account for climate change over the service life of the bridge. The document 14210-DHI-RP-CM-22-00001 outlines a study which was done but no definite value is given.

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

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 2100.

23. In Clause SWS01-00-4.3-1200 it states that the The minimum clearance requirements de- RET 4 No navigation clearance is to be +22.2 DRV90. Kindly fined in requirement ID SWS01-00-4.3- confirm that this clearance takes allowance for the 1200 of SWS01- Design are confirmed and future sea level rise. no additional sea level rise needs to be taken into account.

24. Clarification of query no. 8 answered in RET1: Bidders are referred to the updated version RET 3 Yes- see correc- of requirement IDs SWS01-00-4.6-040, tions in RET 3 In Clause SWS01-00-4.6-040 it is stated than SWS01-00-4.6-050 and SWS01-00-4.6-060 stainless steel is to be provided between the tidal in Section 4.6.1 of SWS01 – Design pro- zone and splash zone of the piers. In clause vided as part of this correction sheet. SW01-00-4.6-070 it is stated that stainless steel shall be provided as skin friction. Kindly clarify The term ‘skin friction’ is not used any- further the boundary section thickness in which where in the tender documentation. It stainless steel is to be placed and what is intend- should be noted that the Contractor shall ed by the term skin friction. determine as part of his design the required cover and type of reinforcement within the requirements of section 4.6.1.

25. Kindly confirm that it is the aesthetic intention that Bidders are advised that it is not a particu- RET 3 Yes see correc- the integral piers in the high bridge will not have a lar requirement to have a cross tie beam. tions in RET 3 cross tie. Therefore some piers will have one and Bidders are referred to the additional re- others will not as per definition drawing 14210- quirement ID SWS01-00-4.3-505 in Table 21416-050 4-5 of SWS 01 – Design, which forms part of this correction sheet.

26. Clause SWS01-00-4.5-030 of SWS01 Design Bidders are referred to the updated ver- RET 3 Yes – see correc- states that the edge beams are permitted to be sions of requirement IDs SWS01-00-4.5- tion in RET 3 precast concrete. However clause SWS01-00-4.3- 030 and SWS01-00-4.5-450 in Section

Nr. Query Answer Answer Tender Correcti- in Ret ons no.

1320 states that a longitudinal construction joints 4.5.1 of SWS01 – Design, and requirement between the deck slab and edge beam for rein- ID SWS01-00-4.3-450 in section 4.3 of forced concrete construction is not permitted. SWS01 – Design provided as part of this Additionally in SWS01-00-4.3-450 it is stated that correction sheet. no visible construction joints shall be allowed at the edge beam face. Kindly confirm that all of these clauses are correct.

27. In the Geotechnical Factual Report we find CPT Bidders are referred to the AGS files made RET 3 No data included as printouts in the pdf. available on the Supplier Portal to access the digital version of the CPT and other Can CPT raw data (recordings) be provided digi- geotechnical factual data in digital format. tally ?

Document 1.3.6 - Report 1; Rev 1.0; Geotechnical Factual Report by GEO. Geo Project No. 38042 2015-05-05

- Enclosure 1D.01 (Borehole Logs)

- Appendix 1D.I (Interpreted CPT Logs)

28. Yesterday [15.07.2016] we received the mail at- It is confirmed that no new or revised Ten- RET 3 No tached below regarding new documents on the der Documents were uploaded on the 15th DRD portal. When activating the imbedded link, January 2016. Please disregard this notifi- no new documents do however appear. cation, which was due to some minor text updates on the webpage.

29. Topic 2 for the first dialogue meeting, regarding Bidders are referred to sections 4.2 and RET 3 No optimized design: It is our understanding that the 4.3 of the Bestemmelser om Udbud og optimized design for “High Bridge” and “Other Tilbud (Instructions to Tenderers) Structures” are clearly linked to our status in the (BUT/ITT) in relation to the status of mini- Compliance matrix with regard to the “PMR’s”. mum requirements, preliminary minimum Can you elaborate on your expectations to, what

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role the solving of status for the PMR’s in the requirements and requirements. 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.

30. In SWS-Design table 2-3 "Requirements for Bidders are referred to the updated version RET 4 Yes – see correc- roundabouts" the minimum radius for the central of requirement ID SWS01-00-2.3-270 pro- tion in RET 4 islands of the roundabouts are specified. A review vided as part of this correction sheet. of the expropriated areas has shown that very little space is left for the actual drivable road area. Is it possible that the amounts shown in table 2-3 are the diameter of the roundabouts instead of radius?

31. SAB 03-Workplace, section 1.6.3, describes the The current status of the archeological RET 4 No excavation of the archaeological investigations, works is that the preliminary archeological which should be finished before the start of the investigations are ongoing on the western- work. The requirement SWS02-00-3.1-660 de- most part of the site and are expected to be scribes the archaeological work on the west side complete in spring 2016. Bidders may as- of the fjord, which will start early 2017, which is sume that all archeological investigations after the start of the execution work November 1st and excavations will be completed on the 2016. If these descriptions are correctly under- areas made available to the Contractor at stood, they are thought to be in conflict with each contract start in accordance with Definition other, could VD please clarify this? Design Drawing no.14210-9004. Bidders may assume that the remaining areas will be made available no later than end of March 2017.

The requirements in SAB02-Styring og Samarbejde and SAB03-Arbejdsplads will

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be updated before the publishing of the final tender documents based on the status of the archeological investigations at that time.

32. In SWS 0.1 - Design Section 2.3.13.2, a require- Bidders are referred to the updated re- RET 4 Yes – see correc- ment states that the ABB layer on the express- quirement ID SWS01-00-2.3-660 provided tion in RET 4 way, connector roads and roundabouts should be as part of this correction sheet. placed with the following quantity: 150km / m3 (50 mm). The unit "150 km / m3" is believed to be a mistake and it is therefore desired to be clarified?

33. Where is the approved 'klappeplads' in the Katte- Bidders are advised that the klapplads RET 4 No gat? (disposal site) is Hundested Klapplads (ap- proximate coordinates (WGS 84): 56°03,372' N, 11°53,964' E).

The klapningstilladelse (dumping permit) will be made available on the Supplier Por- tal when received from Naturstyrelsen.

34. Any form-bearing scaffolding: This tender query will be addressed as soon as possible. A. If there is no traffic under the construction, must the inspection handbook for formwork scaffolding then be followed?

B. If the inspection handbook for formwork scaffolding must be followed, can the contractor in that case select the assessor? And is the contractor therefore also responsible for the approval of the scaffolding project by 3rd parties?

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35. Who establishes and maintains the Project web? It is confirmed that the Projectweb will be RET 4 No The client or the contractor? established and maintained by the Employ- er.

36. Are there any requirements for the Project web? Bidders are referred to the previous re- RET 4 No sponse to TQ035.

37. Is the Danish Road Directorate going to provide Bidders are referred to the previous re- RET 4 No any further English service translation of tender sponses to TQ003 and TQ009. It is con- documents? And, if this is the case, of which doc- firmed that no further English service trans- uments, and when? lations will be made available.

38. Document 1.1.5 of Document List, namely "Con- The Contract Document (Totalentreprisek- RET 4 Yes – see correc- tract Document", is marked as "Available at later ontrakt) will be made available to bidders tion in RET 4 stage". Could you inform us about when this doc- on the Supplier Portal. ument will be made available?

39. Reference is made to.alg files which have been Bidders are advised that all Inroads files RET 4 No published on the Supplier Portal with Correction have been issued for information only and sheet/Supplementary notice Nr. 2. These files there is no conversion issue. All vertical contain vertical profiles with parabolic curves ra- curve detailed design shall be carried out in ther than circular curves, as it would be usual in accordance with Section 6.3 of ‘Handbook, Denmark. Is this a conversion issue, so the de- Layout in Open Country (Håndbog, Tra- signed values should be circular, or are the verti- céring i Åbent Land)’. cals intentionally designed with parabolic curves?

40. In case there are discrepancies between the com- It should be noted that the purpose of the RET 4 No pliance matrix and the different documents re- Compliance Matrix is to identify the Bidder's ferred to in the Compliance matrix. Which are we compliance with the requirements of the tender documents and that it only contains

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to consider correct? requirement IDs.

From an contractual point of view, we know that In case of any discrepancy, bidders are the Compliance matrix out rank i.e. the SWS’es, referred to the document hierarchy in SB however we believe that in some cases, the in- ad § 2, stk. 2. formation given in the tender documents may in fact be the correct one.

41. Full application and full permissions, including It is assumed that the bidder is referring to RET 4 Yes – see correc- enclosures are needed [for Application of Excep- document no. 1.4.2 of the document list tion in RET 4 tion to the Nature Protection Act concerning pro- (Dispensation fra Naturbeskyttelseslovens tected areas related to the new Fjord link located §3 til nedlæggelse og påvirkning af §3 na- by Frederikssund] tur).

The permit and all appendices to the permit are available on the Supplier Portal and the application is included in appendix 1 (Bilag 1) of the permit. Some of the appendices to the application are missing, and these will be made available on the Supplier Portal.

42. Referring to PMR reference SWS01-0-1.8-010. Bidders are referred to the updated version RET 4 Yes – see correc- Does the 0.5ha requirement applies to all pilecaps of requirement ID SWS01-00-1.8-010 pro- tion in RET 4 and footings along the High Bridge, or only to vided as part of this correction sheet. those exposed pilecaps (i.e. seabed level below - 3.2m DVR90) within Roskilde Fjord.

43. Referring to PMR reference SWS01-00-4.3-450 Bidders are referred to the previous re- RET 4 No Please provide more detailed definition of a visible sponse to Tender Query 026 and the up- construction joint. What concrete surface finishing dated requirement ID SWS01-01-4.3-450 in requirement is required for an invisible construc- Section 4.3 of SWS 01 – Design, provided tion joint? Is it permitted to apply external clad-

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dings to cover up the visible construction joints? as part of Rettelsesblad Nr. 3.

44. Referring to PMR reference SWS01-00-4.3-510, Bidders are advised that there is no re- RET 4 No please clarify whether the use of combination of quirement that restricts a combination of bearings and monolithic pier which belongs to the articulated and integral piers within one pier same pier shape group is permitted. option. Bidders are also referred to the previous response to Tender Query 025 in relation to this query.

45. Ship Impact Load as defined in SWS01, Appendix Bidders are referred to requirement ID RET 4 No 1, Section 2.3.8.1 Table 2, Please define in which SWS03-00-1.0-010 in SWS03 – Ar- areas seabed level <-1.10m and seabed level >- bejdsplads. 1.10m shall be assumed. Relevant models have been made available as part of the Information Room Docu- ments. Bidders are reminded that Infor- mation Room Documents are non- contractual documents that are issued as a service to bidders and provide background information on the Fjord Link Frederikssund Project.

46. Iceload as defined SWS01, Appendix 1, Section Bidders are referred to requirement IDs RET 4 No 2.3.3 PMR reference SWS01-00-4.3-510. Please SWS01-A1-00-2.3-180 to SWS01-A1-00- define at which level Ice loading shall be assumed 2.3-240 inclusive in Section 2.3.3 of SWS01 - Design – Appendix 1; as well as the response to Tender Query 021 provided as part of this correction sheet.

47. Please advise whether there is any highest and Bidders are referred to the response to RET 4 No lowest design sea level for the design of High Tender Query 021 provided as part of this Bridge. correction sheet.

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48. Referring to PMR reference SWS01-00-4.6-070. In relation to size requirements for stainless RET 4 No Please clarify whether there is any minimum or steel reinforcement, bidders are referred to maximum rebar size requirement for stainless General Work Specification (GWS) – Con- steel rebar. Please clarify whether the skin rein- crete (Almindelig Arbejdsbeskrivelse (AAB) forcement refers to outermost layer of rebar at the – Beton) and to General Work Specification pier section, or the outermost layer of rebar at (GWS) – Reinforcement (Almindelig Ar- each directions. bejdsbeskrivelse (AAB) – Slap armering), particularly the references in Section 1.1 of both of these documents.

Bidders should note that these references set out further requirements for the design of skin reinforcement (also known as surface reinforcement).

49. Can Vejdirektoratet provide dwg and/or dgn ver- Dgn files for the Illustrative Design Draw- RET 4 Yes – see correc- sions of the Illustrative Design Drawings – Struc- ings – Structures will be made available on tion in RET 4 tures. This will save time in the tender phase. the Supplier Portal as soon as possible.

50. Clause SWS01-00-4.3-080 refers to pre-stressed This tender query will be addressed as reinforcement. Please clarify whether in this soon as possible. Clause for pre-stressed reinforcement it is intended post-tensioned strand tendons as well as post-tensioned bars (f.ex. Macalloy bars)

51. Clause SWS01-00-4.3-030 refers to prestressed This tender query will be addressed as reinforcement and prestressing steel. Please con- soon as possible. firm that in this Clause for prestressed reinforcement it is intended pre-tensioned strand tendons, and with prestressing steel it is intended both post-tensioned strand tendons and post-tensioned bars, as well as pre-tensioned strand tendons .

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52. As it can be understood from the two queries This tender query will be addressed as above, it appears that the words prestressed rein- soon as possible. forcement in Clause SWS01-00-4.3-030 and prestressed reinforcement in Clause SWS01-00-4.3- 080 are not used consistently. Please clarify.

53. Please confirm that in Clause SWS01-00-4.3-080 This tender query will be addressed as for "high voltage" it is intended "high stress". soon as possible. Please clarify what is the criteria to define a "voltage/stress" as being high or low.

54. With reference to Clause SWS01-00-4.3-080 This tender query will be addressed as please clarify whether for "….any given section" it soon as possible. is intended only the sections in areas with high stress variations.

55. Please confirm that the intention of Clause This tender query will be addressed as SWS23-00-3.9-010 is to: soon as possible.

1) not allow the removal of the formwork "before that the concrete strength has reached the 28- days value", rather than "before the day no.28";

2) not allow the removal of the formwork until the 100% of compressive strength is achieved, de- spite the compressive strength is suffient to allow the prestressing transfer and to withstand the selfweight load effects.

56. SWS01-00-4.3-1270 Figure 11 outlines the span This tender query will be addressed as to depth ratio. Kindly confirm that the intention of soon as possible. the graph is to define a span-depth of 1:21 for spans up to 73.5m and for spans greater than this

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the maximum depth permitted is 3.5m.

57. SWS01-00-4.2-1400 States that bearings are to This tender query will be addressed as be of the "same type". Kindly confirm that this soon as possible. statement relates to being from the same manu- facturer rather than all bearings having the same type of allowable articulation i.e fixed, guided, free

58. In SWS01, Section 7.2.5 it is given that the Con- This tender query will be addressed as tractor in his design of the retaining walls at soon as possible. Tørslev Hage is to design it for 20 kN/m2 placed on the terrrain behind the walls.

Do the Contractor in his design of other structures, e.g. for the approach ramps (embankments) for the high bridge, need to consider any surface loads applied to the terrain outside the roads?

59. In accordance with SWS01, Section 4.3.2 all per- This tender query will be addressed as manent structures (exept one) shall be designed soon as possible. in consequence class CC3 (KFI = 1.1) and reliabil- ity class RC3.

Firstly, does the given consequence class also apply for temporary structures and permanent structures in temporary stages or is the Contractor free to design these in CC2?

Secondly, the reatining wall at Tørslev Hage is also to be designed in CC3. The Contractor do not understand the reason for this as the retaining wall in general has a low wall height, the soils are not complex and there are no great risk for loss of human life or economic consequences. Are the

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Employer willing to change it to CC2 for the retaining wall at Tørslev Hage?

60. Can the digital data in the Employer´s inves- This tender query will be addressed as tiogation for the geophysical logging be delivered? soon as possible.

61. Reference to document ABT 93 - General Condi- This tender query will be addressed as tions for Turnkey Contracts, article 8 "Insurance", soon as possible. which states that "at the request of the contractor, the contractor or any sub-contractor shall be included as insured under the insurance policy [of the employer]". Reference also to Re 8(2) of document "SB - Ser- vicetranslation - 14210.001" which states that "The employer is self-insured. The cover provided for in clause 8(1) of ABT 93 in respect of the contractor and subcontractors, if any, is comprised by the self-insurance". May we kindly ask that the Danish Road Direc- torate to provide the bidders with copies of the applicable insurance(s)?

62. Reference to the Dialogue Topics listed in clause This tender query will be addressed as 5.3.4 of Instructions to Tenderers, and to the Pre- soon as possible. liminary Structure of Dialogue Rounds set forth in clauses 5.4.4 and 5.4.7 of the same document, this is to ask if it would be possible to add other topics which the Tenderers may wish to discuss, and in such case how these additional topics should be dealt with for both submission and dialogue purpose (for instance, would they be subject to any word/page limitation in the submission, and should the tenderer propose a revised structure of

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dialogue round to fit the additional topic(s)?).

63. Question concerning the award model. Under the This tender query will be addressed as header 'Evaluation of the sub-criterion A - Price’ soon as possible. VD mentions that the calculation model will be published after completion of the dialogue stage. However it would be appreciated to have an im- pression of the weighing of the documents B, C, D and E that have to be submitted in July. Therefore we kindly ask VD to define the calculation prior to the dialogue phases?

64. The contractor would like a clarification on wheth- This tender query will be addressed as er the minimum asphalt thickness of 150 mm (Re- soon as possible. quirement SWS01-00-2.3-690) is with or without the 10 mm adjustment of the MMOPP2013 calculation from Table 2-10 (Requirement SWS01-00- 2.3-650), or said otherwise; is the actual minimum asphalt thickness 150 or 160, given the MMOPP2013 requirement?

65. "Nature Protection Act (Naturbeskyttelsesloven)§ This tender query will be addressed as 3 determines the need to establish compensation soon as possible. for the loss of nature areas. Is it the contractor or client who should establish these? See also: 'Di- spensation fra Naturbeskyttelsesloven § 3 til ned- læggelse og påvirkning af §3 natur ved etablering af Ny Fjordforbindelse over Roskilde Fjord,' date August 20, 2015, see pages 1 and 2. "

66. In SWS-Design, table 2-12, is the minimum This tender query will be addressed as pavement thickness for the bicycle paths required soon as possible. to be 500 mm minimal. In table 2-11, of the same document, is the minimal pavement thickness

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required to be 600 mm in total (20mm PA + 80mm GAB + 200mm SG + 300 mm BL). Which of these thicknesses are correct?

67. No description of the general pavement in the This tender query will be addressed as middle reserve can be found. Could the client soon as possible. please clarify if the middle reserve will be laid with top soil, or an SG pavement, and what pavement type/build-up is preferred for the section at Tørslev Hage

68. Drawing 14210-9004 contains areas at This tender query will be addressed as Onsvedvej, marked as temporary expropriated (At soon as possible. Onsved) and permanently expropriated (At the intersection between Onsvedvej and Tørslevvej). What works are carried out at these locations, and are they a part of this tender?

69. Regarding general requirement for bridge materi- This tender query will be addressed as al: As we see the requirements it still leaves it soon as possible. open to design something else than a concrete bridge. Is this correctly understood. Please clarify?

70. SWS05-Earthworks, §5.4.1. Could you please This tender query will be addressed as define the term "filling coefficient"? If possible with soon as possible. a formula.

71. SWS05-Earthworks, §7.1. In paragraph 7.1 you This tender query will be addressed as refer to "§19 (Other Documents - Authority Ap- soon as possible. provals (Andre documenter - Myndighedsgodken- delser))". We could not find that document. Could you tell us the title and/or name of the document on the document list or your web site or, in case it is not there, provide us with that document on

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short notice?

72. SWS03-00-1.0-030: This requirement states that This tender query will be addressed as the contractor has to comply with all protocols and soon as possible. requirements resulting from the expropriation, in so far as they relate to the design, construction and completion of the works, but without knowing these protocols and requirements. Can you give us some reasonable assumptions we can use for our offer?

73. In many requirements it is stated that we have to This tender query will be addressed as submit documents to the "Employer's Supervisor" soon as possible. prior to the realization. After submitting the Em- ployer's Supervisor has to approve the document. Can you indicate a standard procedure with the maximum number of days for the Employer's Su- pervisor to answer? And if the maximum number of days to respond depends on the requirement, please indicate per requirement the maximum response time. Can you indicate which criteria the Employer's Supervisor will use for approval? "

74. Reg. SWS20-00-2.3-010: Could you explain to This tender query will be addressed as what inspection document you refer? soon as possible.

75. Reg. SWS20-00-3.6-090 : Could you please de- This tender query will be addressed as fine the term "hard pile driving"? soon as possible.

76. Reg. SWS20-00-3.7-150 & SWS24-00-4.5-040: This tender query will be addressed as The mentioned requirement in SWS20 seems to soon as possible. allow Tremie pipes under water and requirement in SWS24 does not allow this. Can you explain

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this?

77. Reg. SWS20-00-4.5-040 : This requirement de- This tender query will be addressed as scribes that the core recovery has to be 100%. soon as possible. What if this is not the case, but we do comply with the 50cm concrete and 150 cm bed rock?

78. Reg. SWS21-00-2.2-020 & SWS01-00-4.2-430 & This tender query will be addressed as 440: The requirement from SWS21 ""Board form soon as possible. shall be used on all visible surfaces"" seems to contradict with the requirements from SWS01 ""Exposed vertical surfaces with a surface area greater than 10 m2 shall receive a pattern profiled finish."" and ""If a pattern profiled finish is to be provided, the Contractor shall submit the pro- posed pattern profile finish to the Employer’s Su- pervisor for acceptance before the work is carried out, within a timeframe which shall be agreed with the Employer’s Supervisor. The formwork lining shall leave no stain on the concrete and shall be so joined and fixed to its backing that it imparts no blemishes." A pattern could produce a blackened surface over the years. What is your vision on this item?"

79. Reg. SWS21-00-2.2-040: How should we interpret This tender query will be addressed as "For the High Bridge, forming boards (an engi- soon as possible. neered formwork system) shall be used."

80. Reg. SWS22-00-3.7-020: "Welding of reinforcing This tender query will be addressed as steel on site or any casting yard shall not be per- soon as possible. mitted." Are there any specific conditions possible under which we can weld reinforcement steel? "

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81. Reg. SWS22-00-4.0-020: "Testing shall be per- This tender query will be addressed as formed by a testing agency accepted by Employ- soon as possible. er’s Supervisor." Can you confirm that this requirement refers to all tests to be performed on reinforcement steel within this contract? "

82. Reg. SWS24-00-2.1-100: "The addition of calcium This tender query will be addressed as chloride, accelerators, retarders or set controlling soon as possible. admixtures and air reducing agents are not permitted." If we cannot use retarders, the use of concrete in the pile caps and piles may be influ- enced negatively

83. Reg. SWS24-00-3.1-010: "To ensure proper aera- This tender query will be addressed as tion and frost resistance of the concrete, the con- soon as possible. crete cover zone shall not be vibrated using rod vibrators for surfaces which are cast against formwork." Could you please explain at what dis- tance we CAN use rod vibrators to ensure the quality surface cast against formwork?"

84. Reg. SWS24-00-3.2-030 "Vertically, the pier shall This tender query will be addressed as be inclined at 1 in 1000 mm from the top of the soon as possible. foundation." However in the design drawings tell us an inclination of 1:20, 1: 16 and 1: 80. How should we interprete this requirement? "

85. Reg. SWS24-00-3.2-040: Refering to the founda- This tender query will be addressed as tion: ""In plan, the location of the pier shall be soon as possible. within ±50 mm of the specified location in orthog- onal directions."" and ""The levels shall be within ±25 mm of the specified level."When we define pile as the bottom part of the foundation. On top of the piles is the pile cap and the piers are between

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the pile cap and girder, can we assume that the word ""pier"" must be replaced by ""pile""?"

86. The scope of casings and irrigation pipes, de- This tender query will be addressed as scribed in chapter 1 of SWS18-Miscellaneous soon as possible. works, is not clear. Would the client please clarify the works of these pipes?

87. Does VD have any requirements to the material This tender query will be addressed as used on the "wide" shoulder? soon as possible.