rettelsesblad nr. 09 / correction sheet no....

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RETTELSESBLAD NR. 09 / CORRECTION SHEET NO. 09

STORSTRØMSBROEN 93200.001

This correction sheet sets out the corrections and additions to all the tender material as defined in the Document List. Corrections and additions are marked with track changes. Queries from bidders with the associated answers are attached as an appendix.

CORRECTIONS AND ADDITIONS

Bidders are hereby notified of the following corrections and additions to the tender documents for the

above-mentioned contract:

01 Dokumentliste / Document List

A. REVISED FILES

The following updated version of Document List is uploaded to the Suppliers Portal:

Document_List_Rev07.pdf

02 Bestemmelser om udbud og tilbud (BUT) / Provisions on Procurement and Tendering (PPT)

No additions or corrections.

03 Compliance Matrix


04 Entreprisekontrakt (EK) / Contract


06 Særlige betingelser (SB) / Special Conditions (SC)


07 Tilbudsliste (TBL) / Pricing Document


08 Tilbuds- og afregningsgrundlag (TAG) / Method of Measurement and Basis for Payment


09 Grundlag / Design Basis

To the Bidders

Date 16. November 2016

Contact Person Niels Gottlieb

Mail [email protected]

Phone 7244 3623

Document 16/10501-21

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The following modifications are made to DBS 01, section 2.2:

Span length, defined at distance between the centres of the piers in a span, for the two navigation spans shall be minimum 160.0 m.

DBS01-01-2.2-310 MR


Ship collision shall not cause global failure, i.e. collapse of a bridge girder, any pier/pylon or foundation.

DBS01-10-7.7-010 PMR


The Contractor shall provide documentation in form of drawings, which confirm the accessibility requirements of the following vehi-cle types:

DBS01-10-16.4-180 MR

Main road alignment.

- Modular vehicle train (MVT).

Other roads and junctions.

- Modular vehicle train (MVT).

Roundabouts.

- Semi-trailer truck as design vehicle (SVT).

- Modular vehicle train as accessibility design vehicle (MVT).

Service road.

- Semi-trailer truck (SVT), in a one way path.

Service road/access road for Banedanmark, Falster.

- Person vehicle (PV).

Bus stop

- 13.7 m Bus

Use of SRS-asphalt is not accepted in the project DBS01-10-16.4-380 MR

The total pavement thickness on roads and roundabouts in

traffic class T4 /VD29/ and above must be 800 mm as a mini-

mum.

The total pavement thickness for all other roads shall be 700

mm as a minimum.

The total pavement thickness of bicycle paths and gravel sur-

faced service roads shall be 500 mm as a minimum.

Design life shall be 20 years for all permanent paved roads

and paths

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Design life shall be 10 years for all temporary paved roads

and paths

DBS01-0-16.4-385 PMR

The following modifications are made to DBS 01, section A.3:

Reference is made to Design Basis - Geotechnical. DBS01-10-A.3-060 MR

/DB-GE/ DBS 02 - Design Basis - GeotechnicalDesign Basis – Geotechnical,

COWI, March 2016, doc. no. 93200-DBS-EN-01009

11 Særlige arbejdsbeskrivelser (SAB) / Special Works Specifications (SWS)

The following modifications are made to SAB 01, section 1.2:

The drawings for railway and road are contractual; they indicate a possible solution within the right of way. The drawings indicates a preliminary design. The Contractor needs to develop a detailed de-sign.

SAB01-10-1.2-010 PMR

For geometrical constraints refer to DBS 01 - Design Basis and DBS 02 - Design Basis Geotechnical. The railway and road drawings shows the overall future layout of all landworks related to the overall project. The scope of works for land works (railway and road) corresponding to tender 93200.001 is listed in SAB-design, section 3, and shown on drawing 93200-9015 and 93200-9016.

SAB01-10-1.2-020 MR

Plans for landscaping are contractual. They show the overall future layout of all landworks related to the new Storstrømsbro. The scope of works for landscaping corresponding to tender 93200.001 is listed in SAB 110 – Jordarbejder (SAB 110 – Earth Works) section 3.

SAB01-10-1.2-050 PMR


The following requirements apply: SAB01-10-1.4-010 PMR

Phase

Subject

Tender Package

(Delivered by

Employer)

Tender submis-

sion

(Delivered by

Contractor)

Detailed Design

(Delivered by Contractor)

As Built

(Delivered by

Contractor)

Railway and Road Drawings Contractual Tender drawings

Limited number.

Not Contractual

Contractual as described

in SAB 01 - Design 3.5

and IKT

Not contrac-

tual

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Railway and Roads CAD-models

Right of way, 2D

Basins, 3D

Bathymetry, 3D

Soft soil, 3D

Minor Structures, 2D

Centre lines, 3D

Existing drain-pipes, 2D

Existing utilities, 3D

Clearance profile for navigation below the Storstrøm bridge, 3D

Edge of new pavements/Ballast, 3D

Geotechnical drillings, 2D

Maps of existing conditions, 2D

Contour's, 3D

Map of existing land register, 2D

Model of existing terrain, 3D

Model of drainage

Contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Not contractual

Tender drawings

Limited number.

Not Contractual

Applied for all.


in IKT-Beskrivelse

Contractual

as described

in IKT-

Beskrivelse

Phase

Subject

Tender Package

(Delivered by

Employer)

Tender submis-

sion

(Delivered by

Contractor)

Detailed Design

(Delivered by Contractor)

As Built

(Delivered by

Contractor)

Drainage Drawings Contractual Tender drawings

Limited number.

Not Contractual



and IKT as described in

IKT-Beskrivelse

Not contrac-

tual

Drawings of existing utilities Not contractual Tender drawings

Limited number.

Not Contractual

Not contractual Not contrac-

tual

Existing utilities models, 3D Not contractual Tender drawings

Limited number.

Not Contractual


in IKT-Beskrivelse 2.3

Contractual

as described

in IKT-

Beskrivelse

Landscape Drawings Contractual Tender drawings

Limited number.

Not Contractual

Not contractual, to apply

what Employee's original

Drawings shows

Not contrac-

tual

Environment and Working Environ-

ment Drawings

Not contractual Tender drawings

Limited number.

Not Contractual

Not contractual Not contrac-

tual

Orehoved Channel Drawings Contractual Tender drawings

Limited number.

Not Contractual

Contractual Not contrac-

tual

Orehoved Channel model, 3D Not contractual Tender drawings

Limited number.

Not Contractual


in IKT-Beskrivelse 2.3

Contractual

as described

in IKT-

Beskrivelse

Alg-files for Road and Railway Contractual ac-

cording to SAB-

Design limitation's

Tender drawings

Limited number.

Not Contractual


in SAB 03 – Arbejdsplads

(SAB 03 – Work Site) 2.2

Contractual

as described

in SAB03 –

Arbejdsplads

(SAP 03 –

Work Site) 2.2

Bridge drawings 2D Definition Draw-

ings, Contractual

Illustrative Draw-

ings

Not contractual

Tender drawings

Limited number.

Not Contractual

Detailed drawings

Contractual, SAB 01 -

Design 3.4

Contractual,

IKT Beskriv-

else 2.3 and

2.4

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Bridge models 3D Not contractual Not requested Contractual, IKT Beskriv-

else 2.3

Contractual,

IKT Beskriv-

else

Landworks structures drawings 2D Not contractual Tender drawings

Limited number.

Not Contractual



and IKT

Contractual,

IKT Beskriv-

else 2.3 and

2.4

The following modification is made to SAB 01-A01, section 3.2.4:

The following modification is made to SAB 11, section 7.5:

Tilført jord dokumenteres ren ved dokumentation for oprindelse af jorden, eller ved analyseresultater af jordprøver af tilført jord. Den anvendte analysefrekvens bestemmes af Jordflytningsbekendtgørel-sens bilag 1 (bekendtgørelse nr. 1452 af 7. dec. 2015 om anmeldelse og dokumentation i forbindelse med flytning af jord). Analysefrekven-sen kan reduceres, hvis der fra oprindelseskommunen foreligger en godkendt jordhåndteringsplan. Tilført jord må ligeledes ikke indeholde affald, slagger eller andre fremmedlegemer.

SAB11-0-7.5-0210 MR


Der skal udføres underføringer ved hjælp af gennempresning, styret underboring eller tilsvarende, og entreprenøren skal påregne skær-pede krav til rørtyper, herunder specialrør på følgende lokaliteter:

SAB12-10-2.3-020 PMR

Nyt vej- og baneanlæg Masnedø. Ledningsstræk på afløbsledning A1. Vejens km. ca. 149+900, svarende til banens st. ca. 297+500. Underføringen er en delstrækning af afløbsledningen fra bassin B1 mod Masnedsund og udføres for at mindske forstyrrelsen af tog-driften.

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Nyt vej- og baneanlæg Falster. Ledningsstræk på afløbsledning A103. Banens st. ca. 303+100. Underføringen er en delstrækning af afløbsledningen fra bassin B3 mod Storstrømmen og udføres for at mindske forstyrrelsen af togdriften.

Oplandsledning Falster. Ledningsstræk på Vandløb 101, 893 me-ter nedstrøms fra toppunkt. Tracé under have på Brovænget ved Vejens km. ca. 155+200. Underføringen udføres for at mindske generne på den private ejendom.


Sandfangsbrønde af plast skal leveres med korrugerede opføringsrør og mindst 0,5 m sandfang, tilhørende samme system som de tilslutte-de drænrør.

SAB12-10-2.4-200 PMR


Som udgangspunkt tillades svejsning på armeringen ikke bortset fra ved etablering af elektrisk kontinuitet.

SAB41-10-1.2-010 PMR


Da konstruktionerne skal forberedes for katodisk beskyttelse ved etablering af elektrisk kontinuitet kan der lokalt vælges svejsning, når der er taget højde for svejsbarhed af den valgte armeringstype, var-mepåvirkning og styrkeegenskaber. Al svejsning skal foretages iht. godkendte svejseprocedurer.

SAB41-10-3.7-010 MR


Såfremt der anvendes passive forankringer i forspændingssystemet, skal disse være tilgængelige under opspændingen, så knækkede liner kan udskiftes. Tilsvarende gælder for koblinger.

SAB42-0-3.7-030 MR


In neoprene cushions and dampers no less than 60% (by volume) of the total compound shall consist of 100% virgin chloro-prene.Neoprene cushions and dampers shall be manufactured from 100% virgin chloroprene. The sole polymer shall be 100% virgin chlo-roprene which shall comprise no less than 60% by volume of the total compound.

SAB45-10-2.2-520 MR


Der må ikke udføres tværsamlinger. SAB52-0-3.5-010 PMR

Entreprenøren skal forud for udlægningen aflevere en plan over tvær-samlingernes placering til godkendelse hos bygherren.

SAB52-10-3.5-020 PMR

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The lift shall be semi-transparent to allow inspection of pylon interior along the length that the lift travels. Maintenance of the pylon interior shall be performed from platforms. Maintenance of the pylon interior shall be performed from platforms (ref. drawings 93200-3.10-4-BRD-00808 and -00809).

SAB74-0-2.1-225 PMR

12 Illustrativt design – Bro / llustrative Design – Bridge


13 Landarbejder (tegninger) / Land Works (drawings)


14 Protokoller / Protocols


15 Myndighedstilladelser / Permits from Authorities


16 Andet / Other


17 Serviceoversættelser / Service Translations

A. REVISED TEXT

The following modification is made to SAB 11, section 7.5:

Supplied soil shall be documented as clean in the documentation for the origin of the soil, or by analysis results of soil samples of supplied soil. The analysis frequency is determined by appendix 1 of Jordflyt-ningsbekendtgørelsen; BEK. nr. 1452 af 07/12/2015 (Executive Order on notification and documentation of removal of soil). The analysis frequency may be reduced if an approved Soil Handling Plan has been provided by the municipality of origin. Supplied soil should also not contain waste, slags or other foreign materials.

SAB11-0-7.5-0210 MR


Underpasses shall be established by means of pipe jacking, horizon-tal directional drilling or the likes, and the Contractor shall expect stricter requirements for pipe types, including for example special pipes on the following sites:

SAB12-10-2.3-020 PMR

New road and railway facility Masnedø. Pipe section on drainage

pipe A1. The road km. of approx. 149+900, corresponding to the

st. of the railway of approx. 297+500. The underpass is a partial

section of the drainage pipe from reservoir B1 towards Madsned-

sund and shall be made to reduce interruption of the train ser-

vices

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New road and railway facility Falster. Pipe section on drainage

pipe A103. St. of the railway of approx. 303+100. The underpass

is a partial section of the drainage pipe from reservoir B3 towards

Storstrømmen and shall be made to reduce interruption of the

train services

Catchment area pipe Falster. Pipe section of watercourse 101, at

893 meters downstream from the start of the watercourse.

Section under garden at Brovænget at the road approx. km.

155+200. The underpass shall be made to reduce inconvenieces

on the private property.


Sand trap manholes of plastic are to be provided with corrugated riser pipe and minimum 0.5 m sand trap belonging to the same system as the connected drain pipe.

SAB12-10-2.4-200 PMR


Basically, welding on the reinforcement is not allowed except for en-suring electrical continuity.

SAB41-10-1.2-010 PMR


Since the structures shall be prepared for cathodic protection in con-nection with the establishment of electrical continuity, welding may be opted for locally when the weldability of the selected reinforcement type, thermal stress and strength properties has been taken into ac-count. All welding shall be performed in accordance with approved welding procedures.

SAB41-10-3.7-010 MR


Where passive anchoring is used in the prestressing system, these shall be accessible during tensioning so that any broken strands can be replaced. The same applies to couplers.

SAB42-0-3.7-030 MR


Method for concreting and vibration of the concrete deck and the cho-sen resurfacing screeding and levelling shaping method shall be de-scribed in the Contractor's concreting programme and be submitted to the Employer for comments and acceptance before production starts.

SAB43-0-3.3-010 MR


Transverse joints are not allowed. SAB52-0-3.5-010 PMR

Prior to laying pavement, the Contractor shall provide a plan of the location of transverse joints to be approved by the Employer.

SAB52-10-3.5-020 PMR

076 In tender drawing 93200-5.10-4-BRD-02002 it is stated in the note that the permanently required vertical clearance for the

underpasses is 2,8 m. However MR DBS01-0-21.2-020 states that the vertical clearance should be minimum 4,4 m across

the full width and length of the underpasses. It is understood that the MR is applicable. Please confirm.

As part of the contact for demolition of the existing Storstrøm bridge the underpassing road

will be transformed into a path. The 2.8 m clearance indicated on the drawing refers to this

future situation.

09 No

077 In tender drawing 93200-5.10-4-BRD-02002 section A-A shows a road level of +4,659 m and a top level of the bridgedeck

of +3,859 m. Deck thickness is given to 500 mm which calculates to a level of +3,359 m at the underside of the bridgedeck.

Section C-C states a level of +3,256 m at the underside of the bridgedeck which calculates to a deck thickness of 603 mm if

level +3,859 m on top of the bridgedeck is correct.

Further section B-B shows a level on top of the rail bridge of +3,989 m and a deck thickness of 600 mm which calculates to

a level of +3,389 m at the underside of the bridgedeck. In section C-C the underside edges of the bridge is given to level

+3,373 m and +3,431 m respectively. This calculates to a level of +3,402 m compared to section B-B, assuming that the

underside of the bridgedeck is straight.

Please clarify the levels and deck thicknesses for the underpasses.

The levels for the railway and overpassing road shall adhere to DBS01 and as illustrated in rail

and road alignment drawings.

The deck thickness in the design shall be determined by the Contractor.

Requirements to vertical clearance is specified in DBS01.

The Contractor shall determine the level of the underpassing road.

As for the levels indicated in the drawings the Contractor shall perceive those as illustrative

only. Document list and section 1.4 in SAB01 is updated to show that these drawings are non-

contractual. Please refer to this Correction Sheet, group “01 Dokumentliste / Document List”

and group "11 Særlige Arbejdsbeskrivelser (SAB) / Special Works Specifications (SWS)".

09 Yes

078 In SAB70, item SAB70-0-2.2-180 it is stated: "20% spare capacity shall be allocated for future expansion. The spare

capacity shall be evenly distributed in switchboards and panels".

Please clarify how "evenly distributed in switchboards and panel" is achieved.

It is valid for outgoing circuits in each switchboard. If there are e.g. 10 circuits 10A used, than 2

extra circuits shall be added as spare capacity.

09 No

079 In SAB70, item SAB70-0-2.2-510 it is stated: "All terminals shall be designed for wires at least one size larger than the cable

dimension.".

Please clarify why the terminals shall be a size bigger than the dimension of the wires of the connecting cable.

In order to have sufficient space for wiring in the future. 09 No

080 SAB 16, item 1.1-010, item 2.2-040 and item 3.8-010. It is good common practice to proceed with bound material above a

concrete slab. Could it be accepted to have a cement stabilised gravel as a substitute to a concrete slab?

Cement stabilized gravel as a substitution for a concrete slab is not allowed. 09 No

Bilag til rettelsesblad nr. 09 / Appendix to Correction Sheet no. 09

TENDER QUERIES

Vejdirektoratet has received the following queries regarding the tender material. The queries and their associated answers appear below.

Bidders are advised, that the Tender Query table will only show new queries and previous queries that might not have been answered yet. A final correction sheet with all Tender Queries and their associated answers, will be made available with the

final set of tender documents.

RET = Rettelsesblad nr. / Correction Sheet no.

Query Answer RETTender

Corrections

Storstrømsbroen 93200.001

Appendix - Page 1 of 7


Corrections

081 In Design Basis 01, item DBS01-0-13.1-140, it is stated that the Contractor shall design the road and railway drainage in

order to avoid any risk of damaging the road and railway installations due to flooding or any other impact cause by

extreme rain events. Could "road and rail way installations" as well as "extreme rain events" be defined more precisely.

This tender query will be addressed as soon as possible.

082 In SAB12, item SAB12-0-2.4-040, it is stated that sand traps in gullies shall at least be 80 litres. In SAB12, item SAB12-0-2.4-

200, only 0.5 m is required for sand trap manholes of plastic. For a ø425mm manholes/gullies 0.5 m sand trap gives

approx. 70 L sand trap. Please clarify this?

Please refer to this Correction Sheet, group "11 Særlige Arbejdsbeskrivelser (SAB) / Special

Works Specifications (SWS)" and group "17 Serviceoversættelser / Service Translations”.

09 Yes

083 In Design Basis 01, item DBS01-0-13.1-210, it is stated that all existing drainage systems which will be cut off by the

project, have to be drained through the new system. Could it be accepted that all existing drainage systems will be

connected to the most appropriate system rather than simply the new system?

Deviation from DSB01-013.1-210 is not accepted. 09 No

084 In SAB12, item SAB12-0-2.4-050, it is stated that sand traps in trough manholes shall at least be 160 litres. In SAB12, item

SAB12-0-2.4-200, only 0,5 m is required for sand trap manholes of plastic. For a ø600mm manhole 0,5 m sand trap gives

approx. 140 L sand trap. Please clarify which of the two requirements that should be followed?

Reference is made to the reply to query 082. 09 Yes

085 In SAB12, item SAB12-0-5.1-060 and SAB12-0-5.1-070, it is stated that the contractor can choose between two alternatives

for discharging water from part of the bridge (closest to the coastlines). In DSB01, item DSB01-0-13.2-040, it is stated that

all water closest to the coastlines, has to be collected and no alternatives are given. Which of the requirements should be

followed?


086 In DBS01 Design Basis section A.3.5 Document "Design Basis - Geotechncial" COWI March 2016 doc. No. 93200-DBS-EN-

01009 is mentioned. This document is not part of the tender package. Should the reference be "DBS 02 - Design Basis -

Geotechnical" Vejdirektoratet, Juli 2016?

The correct reference is DBS 02 - Design Basis - Geotechnical. Please refer to this Correction

Sheet, group “09 Grundlag / Design Basis”.

09 Yes

087 DBS01-0-3.2-310 describes 'Unplanned/disregarded load effects'. This is difficult to make allowance for in the design.

Could the Employer please elaborate on the nature of these load effects?

The Contractor and the Contractor´s Designer shall define "unplanned/disregarded load

effects" and demonstrate that, should they occur, they will not cause disproportionate

damage to key elements. As an example, it might be found that a sudden closure of an

expansion joint will not cause severe damage to a key element in which case it is acceptable to

disregard this load effect. Should it cause disproportionate damage, the solution might be to

introduce a simple rubber element to eliminate the dynamic effect of the closing.

09 No

088 DBS01-0-5.4-080 states 'Discrete point loads from possible signage and signalling program shall be assessed and/or

catered for and included in the Design'. The nature of these loads must be provided by the Employer for them to be

included in the design. Please provide the exact loads to be included.

The loads are currently not determined by the Employer and/or relevant stakeholders. For this

reason the bidder may assume that the load effect merely has very local impact on the

member of the structure under consideration and will not have any impact on the global load

pattern.

09 No



Corrections

089 SAB01-0-1.2-010 is not clear. If the drawings are contractual we presume they need to be adhered to and should be

definition. The requirements says they represent a possible way only. Further clarification needed

The drawings are contractual in respect of defining the scope of the Design and Build contract;

whereas they only indicate a possible solution fulfilling the technical requirements.

Please refer to this Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special

Works Specifications (SWS)".

09 Yes



The drawings are contractual. The reference in SAB01-0-1.2-050 is revised. Please refer to this

Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special Works Specifications

(SWS)".

09 Yes



Section 1.1, 1.2, 1.3 and 1.4 shall be read in conjunction. 09 No

092 SAB01-0-3.8-510 currently states that changes in design will need to be submitted through the validation process. Surely

the intention of this statement is to say that all significant changes in design, or similar, are to be submitted. Please clarify

as the current statement will lead to significant delays in approvals.


093 SAB02-0-2.4-010 What is meant by "when the design package is available". Is this to be interpreted as when the package

has been validated? Please clarify.

The Contractor is free to decide when the package is available. 09 No

094 SAB41-0-3.7-010 is not clear regarding the requirements for and the intended extent of cathodic protection. The

relaxation of the restriction on welding is not consistent with PMR SAB41-0-1.2-010, please clarify.

Electrical continuity shall be applied as preparation for future installation of cathodic

protection when and if such measure is deemed necessary to prolong the service life of the

structure.

The note regarding welding in SAB41-0-1.2-010 pertain to welding of rebars ensuring

structural load transfer.

Please refer to this Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special

Works Specifications (SWS)" and group "17 Serviceoversættelser / Service Translations".

09 Yes

095 SAB42-0-3.7-030 requires that passive anchoring should be accessible. Please confirm that fan / encased anchors are not

permitted under this requirement. Does this restriction extend to couplers? Please clarify.

The clause is deleted in its entirety. However, it is emphasized that it is the Contractors risk to

remedy effects of a possible slippage or rupture of a strand. Please refer to this Correction

Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special Works Specifications (SWS)" and

group "17 Serviceoversættelser / Service Translations".

09 Yes

096 SAB43-0-3.1-030 - is the cover block to be minimum or specified cover, Cmin or Cnom? Minimum would lead to

insufficient cover in places. Please clarify.

The spacers shall have the dimension of the "specified cover" (in the Danish version of SAB43:

"Foreskrevet dæklag") as indicated in Annex 1, i.e. Cnom.

09 No

097 SAB43-0-3.3-010 - Please clarify what is meant by resurfacing and levelling method? The translation is modified. Please refer to this Correction Sheet, group "17

Serviceoversættelser / Service Translations".

09 Yes

098 SAB45-0-2.2-470 is not clear. Could the Employer elaborate on what is meant by 'excellent performance at alternate

actions'.

The word "alternate" should be perceived as the load impact is varying. 09 No



Corrections

099 SAB45-0-2.2-520 is not clear. Could the Employer please explain the required composition? Please refer to this Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special


09 Yes

100 SAB47-0-2.1-030 states that 'gratings' are to be galvanised. Does this include all of the access facilities such as tower and

pier platforms?


101 SAB74-0-2.1-220 - Please clarify the parts of the pylon that are expected to be inspected and maintained from the lift? Please refer to this Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special


09 Yes

102 DBS 01, chapter 16. Storstrømsvej East is specified as a temporary road. In table 16-2 the traffic load is stipulated for a 20

years period. Does it mean that it shall be designed for 20 years, or is 10 years adequate?

Please refer to this Correction Sheet, group “09 Grundlag / Design Basis”. 09 Yes

103 DBS 01, chapter 16. To the east of the roundabout at Gåbensevej there will be a bus lay by on each side of the road. There

is no figure indicating how many busses they shall be designed for. Please provide this information.


104 We have recieved Cad file "93200.001_WaterCourse.dgn". Is it possible to get this file as a *.vbk or DanDas-xml file? It

seems like the dgn-file has been generated through another program.

And DTM-files for the ditches?


105 SAB11-0-7.5-010 is currently stated twice in SAB 11. Should one of these be changed to SAB11-0-7.5-020 or do both

statements fall under SAB11-0-7.5-010?

Please refer to this Correction Sheet, group “11 Særlige arbejdsbeskrivelser (SAB) / Special

Works Specifications (SWS)” and group "17 Serviceoversættelser / Service Translations".

09 Yes

106 SAB12-0-2.3-020 currently states drainage pipe A3 at st. 303+100. Should this state drain pipe A103? Please refer to this Correction Sheet, group "11 Særlige arbejdsbeskrivelser (SAB) / Special


09 Yes

107 SAB20-0-3.3-020 is stated in the compliance matrix but is missing from the document. Please clarify. The number will be deleted in the Compliance Matrix in the revised version of the tender

material.

09 Yes

108 SAB52-0-3.5-010 states that transverse joint are not allowed. Please clarify how it will be possible to place the surfacing on

a bridge this length without transverse joints.

Please refer to this Correction Sheet, group "11 Særlige Arbejdsbeskrivelser (SAB) / Special


09 Yes

109 In DBS01-0-6.7-110-MR, The non-linear effects of the temperature difference shall be applied according to /EN1-1-5/

6.1.4.2. The temperature at the top of the bridge deck shall also be applied to the total area of edge beams and

derailment walls. This is the so called Approach 2 of Eurocode in table 6.2a. In the next paragraph of DBS01, DBS01-0-6.7-

110 MR, it says to follow approach 1 in /EN1-1-5/ (paragraph 6.1.4.1 in EN1-5), which is a linear approach for the

temperature differences for the deck is as shown in Table 6-12. These two paragraphs are opposite. Which approach

should be used, approach 1 or approach 2? Please advise.

The Contractor may choose either of the two approaches, as stated in NA-EN1-1-5. 09 No



Corrections

110 In DBS01-8.2-010 MR, ULS STR/GEO combination for wind without live loads is given. No ULS STR/GEO combination where

the wind without live loads is applied (in SLS combination, P5 combination includes wind without live loads), please advise.


111 In DBS01-8.2-010 MR, ULS P3 STR/GEO combination is given. In table 8-10 (ULS leading rail), P3 combination, no wind

added; why? On the other hand, in ULS leading road, in SLS leading road and SLS leading rail, with the maximum gr2

traction and braking in road, wind is included. Please advise.


112 In DBS01-7.1-270 MR, related with the water depth for largest ship to impact a pier, according to clause 6.8.4.1 Water

levels, what is the maximum water level to calculate the water depth for ship impact? Only 1.0 m from global sea level

rise, or more according to tides and storm surge?


113 ILD06, Appendix B, related with double differential settlements: how does DRD obtain double differential settlements

(green line) from d.creep after placement of the girder (red / orange line)? Could you give an example in some piers?


114 SAB01-A01, 3.2.4 PMR, relative to Horizontal dimensions. Could the dimension 1.889 m be changed to 1.839 m, as the

drawings in ILD show for the cross section? -> 1.888 + 1.682 + 2.125 = 5.695 vs 5.646 m (acceptable); 2.125 + 1.645 + 1.889

+ 0.55 + 0.700 + 3.500 + 0.400 = 10.809 vs 10.757 m. Are the red values acceptable? Please advise.

The measurement in SAB01-A01, 3.2.4 PMR is corrected. Please refer to this Correction Sheet,

group "11 Særlige Arbejdsbeskrivelser (SAB) / Special Works Specifications (SWS)". The two

round-off errors of 2mm will be corrected in the revised tender documents.

09 Yes

115 DBS01-0-7.7-010 PMR relative to Ship collision shall not cause global failure, i.e. collapse of a bridge girder, any pier/pylon

or foundation. Could you please explain why this is a PMR, what is the rationale, and what is under discussion? Shouldn´t

this be an MR?


116 DBS01-0-7.7-020 PMR relative to failure on the bearings. In the direction perpendicular to the bridge alignment, the

bearing relative displacement limits exceeds 0.3 times the diameter of the calotte for a spherical bearing. What does DRD

mean with this criteria? Does it mean relative displacement between the upper and the lower part of the spherical

bearing, that is, there would be big relative vertical displacement associated to the horizontal relative displacement?

Yes. This means the relative horizontal displacement between the upper and the lower part of

the bearing.

A potential vertical displacement of the superstructure shall not be accounted for.

09 No

117 Reference to answer to RFC #61, is DRD referring to the longitudinal wind to just be applied to the deck? Don’t the piers

have longitudinal wind? Please advise.

Indeed, there is wind action on piers in the longitudinal direction. However, this action shall

not be applied in the load combinations.

09 No

118 Reference to DBS01-0-6.13-030 PMR, if the segments are to be weighted at the precast yard, and controlled, this will be

understood as special precautions and no 2% will need to be applied? Please advise.

The weighing of the segments may be considered as a special precaution. If segments are

weighed there is no need for applying the additional 2% dead load.

09 No

119 DBS02 could you please confirm the meaning of criterion for Rs, Us, Rx, Ux, etc? This tender query will be addressed as soon as possible.



Corrections

120 In Rectification No. 7, DRD stated that the following had been uploaded, but we cannot find it in the web site.

16 Andet / Other A. NEW FILES. The following files have been uploaded on 28.10.2016:

• AIS-data for year 2013

• Bathymetric lidar data

• Multibeam echo sounding data

Could you please let us know where the information is located?

As announced on the Suppliers Portal, the files have been uploaded to an ftp-server. Please

also find the link to the ftp-server in Document List in group 16 together with Username and

Password. Please refer to this Correction Sheet, group “01 Dokumentliste / Document List”.

09 Yes

121 DBS01-0-2.2-310 MR states “Span length, defined at distance between the centres of the piers in a span, for the two

navigation spans shall be 160.0 m.” Whilst SAB01-A01 3.1.1 PMR states “minimum 160 m”. Please clarify.


122 DBS01-0-6.4-350 MR, shouldn´t be the wind load on the cable stays calculated (without ice) using a drag coefficient of

0.70? Please advise.


123 DBS01-0-10.2-050 MR states “The following concrete covers shall apply Table 10-4 Minimum concrete cover thickness for

the (e.g. Bridge deck under waterproofing | exposure class E | c_min,dur: 50mm.” Concrete cover for bridge deck under

waterproofing is class A and the minimum should be 40 mm. Please advise.


124 DBS01-0-13.1-110 PMR, The Contractor is responsible for obtaining all relevant permits based on his detailed drainage

design. The Contractor shall follow the conditions stated in the permits. It is our understanding that all the permits are

already obtained. What other relevant permits should be managed? Please advise.


125 DBS01-0-13.1-360 MR. The infiltration basins shall be designed as oblong "ditch basins". The basins shall function as

infiltration basins, enabling the water to infiltrate into the underground as far as possible, and with controlled overflow to

the receivers. Outlets from the basins shall be installed with gate valve which makes it possible to close the outlet in case

of spillages or similar events. We ask DRD to reconsider the function of the basins, as the actual Bottom elevations

indicated for the basins are below ground water level, ref DBS02-A12-Overview-Geotech, section 9, this is why those

basins will never work as infiltration basing, please advise


126 SAB70-0-2.3-360 MR states: The lighting shall comply with following minimum values at the floor/stairs level according to

EN 12464-1§5.5.1. The numbers in the table in the SAB are not in accordance with the reference. The correct table in

EN12464-1 §5.1.1 for stairs and escalators is 150 lx as average illumination, 0.40 uniformity, and 25 UGR. For circulation

areas and corridors the requirement is 100 lx as average illumination, 0.40 uniformity, and 28 UGR. 150 lx is additional

required if there are vehicles on the route. DBS01-0-14.5-020 MR. The distance from centreline of the track to the bridge

railing shall be 3,500 mm, measured along TOR-plane as shown in BN1-59-4, figure 9.2.1-1 (distance reduced from 4,000

mm to 3,500 mm based on dispensation ID443). BN1-59-4, figure 9.2.1-1. Required distance from BN1-59 can be reduced

from 4,000 mm to 3,000 mm based on approval from Banedanmark. This seems to be possible, if the speed is reduced to

120 km/t, when there is maintenance people walking on the platform. Please gently advise if the distance from centreline

of the track to the bridge railing shall be at least 3.0 mm, measured along TOR-plane as shown in BN1-59-4, figure 9.2.1-1.

Required distance from BN1-59 is reduced from 4,000 mm to 3,000 mm based on approval from Banedanmark.




Corrections

127 DBS01-0-14.5-020 MR. The distance from centreline of the track to the bridge railing shall be 3,500 mm, measured along

TOR-plane as shown in BN1-59-4, figure 9.2.1-1 (distance reduced from 4,000 mm to 3,500 mm based on dispensation

ID443). BN1-59-4, figure 9.2.1-1. Required distance from BN1-59 can be reduced from 4,000 mm to 3,000 mm based on

approval from Banedanmark. This seems to be possible, if the speed is reduced to 120 km/t, when there is maintenance

people walking on the platform. Please gently advise if the distance from centreline of the track to the bridge railing shall

be at least 3.0 mm, measured along TOR-plane as shown in BN1-59-4, figure 9.2.1-1. Required distance from BN1-59 is

reduced from 4,000 mm to 3,000 mm based on approval from Banedanmark.

The requirement (3,500 mm) in DBS01-0-14.5-020 is confirmed. 09 No


rettelsesblad nr. 09 / correction sheet no....

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