lp.vejdirektoratet.dklp.vejdirektoratet.dk/_layouts/delegate/handlers/GetFile... · Web viewBlack text on a white background is standard text applicable to all contracts.As a general

SWS – Street Lighting Equipment

Guide to the use of the paradigm (to writers of tender documents)In order to make it easier and faster for you to formulate tender documents, the Danish Road Directorate (DRD) has prepared tender paradigms, which must be used when inviting tenders for tasks from consultants and contractors.

The entire guide serves as a help to you and should of course be removed so that it does not appear in the finished document.

It is crucial that we describe our orders in detail so there is no doubt as to the delivery we want. When we base the tender documents on a uniform and recognisable structure, we make the entire procurement pro-cess easier for you as an employee of the DRD and for our suppliers.

The paradigms are changed on an ongoing basis in connection with new laws, executive orders and stand-ards as well as the experience gained by the DRD, our wishes for rationalisation and much more.

THEREFORE, YOU MUST ALWAYS USE PARADIGMS WHEN PREPARING TENDER DOCUMENTS!

You CANNOT just find a previous tender document and "simply" adjust it as it may have become obsolete in the meantime. In order to make the writing process as easy as possible for you, the guide is part of the ap-pearance of the paradigm itself. The meaning of the different colours, markings and brackets are as follows:

Red text is a guide for you. It may be deleted when you are ready. The red text MUST be deleted no later than in connection with completion of the document.

Black text on a white background is standard text applicable to all contracts.As a general rule, this text should NOT be deleted or changed. However, you have to delete it, if a section or a text is not at all relevant for your tender.

If a section is only relevant to either subcontracts, main contracts or design-build contracts – major or minor systems, this is indicated in red writing above the section “For design-build contracts, the below-mentioned is to be included”.

Black text with a turquoise shading colour is text that should be adjusted to match the specific project.

The text should EITHER be included unchanged or removed OR be made more specific for the partic-ular task – see the explanation below of the two types of brackets.

It is important that the turquoise shading is used for entire sections to facilit-ate the final editing. The shading must appear as one text block and not as in this sections where only the lines are shaded. If you only apply shading to single words or sentences, the guide to removing shading colour does not work.

Make sure that you use the right turquoise colour by selecting the style "Tur-quoise shading" – or by selecting this specific colour:

The turquoise shading should be maintained until after you have read the document and be removed immediately before tender. Remove all shading in the entire document in one step by doing the following:

Ctrl+A (select all) -> tilted paint bucket (shading) -> select ”no colour”.

APPROVED UNIT/NETWORK THEME SCHEDULED REVISION DOCUMENT NO. ACCESS

MIAN 1 July 2015 AD-PV-PRV/Road Equipment

Procurement and Contracting December 2018 13/19291-11

[ ] Internal[x] External


[A text block framed by square brackets] means that you only need to consider whether to include the text or not. As a general rule, the wording within the brackets should not be changed.

The square brackets should be maintained until after you have read the document and be removed immediately before tender. Remove all brackets in the entire document in one step by doing the fol-lowing:

Ctrl+A (select all) -> Replace -> Find what [ -> replace with (blank field) -> Replace all

Ctrl+A (select all) -> Replace -> Find what ] -> replace with (blank field) -> Replace all

A text block <where part of the text is framed by angle brackets> means that you MUST insert a task-specific text here – for example a period of time.

The square brackets are also used in hyperlinks for the internet and thus cannot be removed as de-scribed above. They have to be removed individually.

If you need to add text not included in the paradigm, this text MUST be highlighted in yellow in draft tender documents.

In order to make the work as easy for you as possible and ensure that the finished document is without faults, you should proceed in this order:

1. Read this guide every time, even if you think you remember its content. Consider printing it.

2. Make one document – SBB – for all documents.

3. Activate the track changes function in Word and set it to show 'final', i.e. only the final document. The changes can always be retrieved, if you need it.

4. Delete the sections in the document that are not relevant for your tender.

5. Consider text with turquoise shading – either in [square] or <angle> brackets.

6. Add text if required. Mark it using yellow highlighting colour.

7. Delete red text when you are sure that you have understood the guide. You can make the text visible again as long as you have not "accepted" the changes in Word.

8. Read the document carefully. Does it all make sense?

9. Do not proceed to item 9 UNTIL you and the document owner are sure that everything is correct and can be understood unambiguously by the supplier.

10. "Accept all changes" and remove the blue and yellow highlights and make all text black. Disable track changes.

The red table at the bottom of the page is used for document management, which takes place in sev-eral steps: In connection with the approval of a specialist-specific paradigm (e.g. drainage) the form shall be com-

pleted by the document officer, i.e. the network owner or departmental manager.

Delete the form when you have prepared a project-specific document.

If you find any errors in the paradigm or, if you have any suggestions for improvements, please contact the unit or network responsible for the paradigm. Changes shall be approved pursuant to “Procedure for Opera-tions of tender paradigms”.

APPROVED UNIT/NETWORK THEME SCHEDULED REVISION DOCUMENT NO. ACCESS

MIAN 1 July 2015 AD-PV-PRV/Road Equipment

Procurement and Contracting December 2018 13/19291-11

[ ] Internal[x] External


Change log for paradigmIf change logs from previous revisions are requested for reviewing, please contact Team Road Equipment.

The text uses the abbreviation VRG = Paradigms of Road Standards.

Date Change Background

25/4-2016 Document created. Basis is the forthcoming GWS - Street Light-ing Equipment and SWS – Street Lighting Equipment for design-build contracts.

New template

14/7-2016 Minor changes and improvements added

26/8-2016 Changes in sections regarding electrical work Wholesale model on the electrical market

29/9-2016 Text incorporated into new paradigm. Passages added specific to design-build contracts.

8/12-2016 Minor amendments incorporated Comments from CWR

17/1-2017 Sections removed on CE marking for each element. Moved to an independent document.

4/6-2017 Sections have been moved to SWS from Design Specifications describing choices, e.g. surface colour and shape not being related to lighting design or electrical design. Within subcon-tracts, it is the Employer’s consultant or the Employer who are making these choices. Within design-build contracts, it is the Employer. Choices may be general or area specific (choices specific to columns shall be in the technical model). Require-ments adjusted for columns. Definitions added (luminaire tilt, position, luminaire fixing angle)

Comments from CSLP

30/8-2017 GWS - Street Lighting, previously incorporated into forthcoming edition, has been deleted.

GWS - Street Lighting, 2017, published

15-01-2018

Section on control of luminaire added requirements regarding SR.

Meet future needs for control/monitoring with the possibility of a condition based maintenance regime

Page 4 of 31SWS – Street Lighting Equipment <Contract Number>

SPECIAL WORK SPECIFICATIONS (SWS)

Street lighting equipment

1 GeneralSupplementary regulations to GWS – Street Lighting Equipment and GWS – Common to Road Equipment.

SWS – Street Lighting Equipment does not support equipment being used in connection with evacuation lighting, sign lighting, effect lighting, catenary lighting systems or high mast lighting.

GWS – Street Lighting Equipment does not support luminaires with conventional light sources.

1.1 Scope

The design comprises the establishing of street lighting, cf. project, including the following activities:For subcontracts and main contracts the following shall be included.

[Selection of materials, including the calculation of light performance of luminaires]

If a street lighting cabinet is included (new meter point), the below is to be specified.

[Delivery of all materials, except the street lighting cabinet(s) that are ordered, paid and delivered by the Employer, as well as the electricity meter that are ordered by the Contractor, paid by the Employer and delivered by the Distribution Network Operator (DNO)]

If no street lighting cabinet is included (junction to existing columns), the below is to be specified.

[Delivery of all materials]

In all contract types the following shall be included.

Execution, including excavation and mounting

Documentation of equipment and execution]

The scope and the location of the Work are stated. [The Work comprises the establishing of street lighting on the following locations:

Area Chainage<motorway> <from Ch.> – <to Ch.><principal highway> <from Ch.> – <to Ch.><main road> <from Ch.> – <to Ch.><signal-controlled intersection> <Ch.><roundabout> <Ch.><local road> <from Ch.> – <to Ch.><path> <from Ch.> – <to Ch.><pedestrian street> <from Ch.> – <to Ch.>


<pedestrian crossing> <Ch.><car park> <Ch.><carpool location> <Ch.><bus stop> <Ch.><traffic calming measures> <Ch.><roadside facility> <Ch.><bridge> <Ch.><path underpass> <Ch.><road underpass> <Ch.>

]

1.2 Definitions

1.2.2 Luminaire fixing angle

GWS – Street Lighting Equipment is omitted.

1.2.13 Luminaire fixing angle

The angle in the vertical plane between the longitudinal axis of the luminaire fixing (spigot) and horizontal. Luminaire fixing angle is positive in the direction of the sky (up).

1.2.14 Luminaire tilt angle

The angle in the vertical plane between the longitudinal axis of the luminaire and horizon-tal. Luminaire tilt angle is positive in the direction of the sky (up).

1.2.15 Orientation of bracket

Angle in the horizontal plane between the longitudinal axis of the bracket and a line per-pendicular to the centerline of the road. Seen from above (as on a plan drawing), orienta-tion is positive clockwise.

1.2.16 Orientation of luminaire

Angle in the horizontal plane between the longitudinal axis of the luminaire and a line perpendicular to the centerline of the road. When mounting a luminaire on a bracket, the orientation of the bracket determines the orientation of the luminaire. Seen from above (as on a plan drawing), orientation is positive clockwise.

1.3 Standards/instructions

Further standards or norms may be stated.

DS/EN 40-2 Lighting columns – Part 2: General requirements and dimensions

DS/EN 13032-1 Light and lighting – Measurement and presentation of photometric data of lamps and luminaires – Part 1: Measurement and file format

DS/EN 13032-4 Light and lighting – Measurement and presentation of photometric data of lamps and luminaires – Part 4: LED lamps, modules, and luminaires

DS/EN 13201-3 Road lighting – Part 3: Calculation of performance

Road lighting – Part 4: Methods of measuring lighting performance

DS/EN ISO/IEC 17025 General requirements for the competence of testing and calib-ration laboratories


DS/HD 60364-4-443 Low-voltage electrical installations – Part 4-44: Protection for safety – Protection against voltage disturbances and electromagnetic disturbances – Clause 443: Protection against transient overvoltages of atmospheric origin or due to switching

DS/EN 61000-4-5 Electromagnetic compatibility (EMC) – Part 4-5: Testing and meas-urement techniques – Surge immunity test

DS/EN 61643-11 Low-voltage surge protective devices – Part 11: Surge protective devices connected to low-voltage power systems – Requirements and test methods

DS/EN 62386-101 Digital addressable lighting interface – Part 101: General require-ments – System components

DS/EN 62386-102 Digital addressable lighting interface – Part 102: General require-ments – Control gear

DS/EN 62722-2-1 Luminaire performance – Part 2-1: Particular requirements for LED luminaires

Zhaga Book 18. See zhagastandard.org → Zhaga Books → Books published → Book 18 Connectivity Socket

BEK 1082 Executive Order on Electrical Installations (Installationsbekendtgørelsen)

The Distribution Network Operator’s local regulations

Mounting and Installation Guides

CE marking of street lighting equipment. See vejdirektoratet.dk/EN → Road Sector → Supplier’s Portal → Quality Management System → Design and Engineering (under the headline Road and Traffic Aspects) → Road Equipment → Street Lighting → CE marking of Street Lighting Equipment

Street Lighting – Handbook. See english-vejregler.lovportaler.dk/ → Construction and Planning → Road equipment → Lighting → Street Lighting

Bridge Mount Brackets for Lighting Columns on Bridge. See ts.dk → Construction drawing→ Road equipment → 25349

Appendix C – Mounting and Installation Guide. See vejdirektoratet.dk/EN → Road Sector → Supplier’s Portal → Quality Management System → Design and Engineer-ing → Street Lighting Cabinets → Appendix C - Mounting and Installation Guide

Using steel foundations See vejdirektoratet.dk/EN → Road Sector → Supplier’s Portal → Quality Management System → Design and Engineering → Road Equipment → Foundations → Using Steel Foundations

1.4 CE marking

Requirements for documentation appear from the document “CE marking of street lighting equipment”.

1.4.1 Other markings

All electrical equipment shall be marked with the WEEE symbol (“crossed-out wheeled bin”) and the producer or the importer shall be registered at DPA-System (Danish Produ-cers’ Responsibility System)


1.5 Lifetime

1.5.1 LED luminaires

The performance of the luminaire shall be specified as indicated in DS/EN 62722-2-1.

Useful lifetime shall be ≥ 100,000 hours @ L70B10 (70% of initial luminous flux remaining for at least 90% of the population). This metric regards the LED-module subject to the thermal condi-tions in the luminaire. Such parametric errors may derive from degradation of LED packages, as well as failure of individual LED packages.

Percentage of failures at the useful lifetime (Abrupt Failure Value, AFV) shall be ≤ 10%. This metric is related to abrupt failures that may derive from critical components in the luminaire, including driver and LED module.

2 Materials

2.7 Bolts etc.

Bolts are made in a type of material suitable for the column regarding the corrosion resist-ance.

Foundation bolts shall, as a minimum, have a strength suitable for the column and, at least a σ0.2-stress of 450 MPa.

2.10 Columns

Dimensions, including column door opening and luminaire fixing (spigot) shall comply with DS/EN 40-2, unless otherwise indicated. The bracket fixing / luminaire fixing shall – as far as possible – fit the bracket / luminaire, thus avoiding the use of an adaptor.

Partial load factor shall be Class A as indicated in DS/EN 40-3-3.

Normally, terrain category II is employed. On moorland, by lakes and other plane sections terrain category I shall be employed. Close to the sea and coastal areas exposed to open sea, terrain category 0 shall be employed.Terrain category shall be <II; I; 0>.

Normally, 24 m/s is employed. In areas in Jutland with locations less than 25 km from Vesterhavet and Ringkøbing Fjord, 27 m/s shall be selected as reference wind speed.Reference wind speed shall be <24 m/s; 27 m/s>.

Columns shall be dimensioned regarding the mass and effective projected area of actual luminaires, however, at least 10 kg and 0.2 m2.

Horizontal deflection shall be maximum 6%, equivalent to Class 2 in DS/EN 40-3-3.

For subcontracts and main contracts the following shall be included. Choice depends on whether nominal height is specified in the technical model (column specific) or applies to the project in general. [Nominal height shall be <as stated in the technical model; 4 m; 5 m; 6 m; 7 m; 8 m; 9 m; 10 m>.]


For design-build contracts the following shall be included.[Nominal height shall be as stated in the technical model.]

For subcontracts and main contracts the following shall be included. Choice depends on whether property is specified in the technical model (column specific) or applies to the project in general. [Property shall be <as stated in the technical model; non-passively safe; passively safe>.]For design-build contracts the following shall be included.[Property shall be as stated in the technical model.]

2.10.4 Material

It is up to the market to establish whether the material shall be steel or aluminium. The material shall be steel or aluminium.

2.10.5 Passively safe columns

Sections in 2.10.5 are to be included, if passively safe columns are specified.[The properties of passively safe columns regarding passive safety shall be documented by tests and calculations by an accredited institute for materials testing, in accordance with DS/EN 12767.

For subcontracts and main contracts the following shall be included. Choice depends on whether speed class is specified in the technical model (column specific) or applies to the project in general. [Speed class shall be <as stated in the technical model; 70 km/t; 100 km/t; 70 or 100 km/t >.]For design-build contracts the following shall be included.[Speed class shall be as stated in the technical model.]

For subcontracts and main contracts the following shall be included. Choice depends on whether energy absorption class is specified in the technical model (column specific) or applies to the project in general. [Energy absorption class shall be <as stated in the technical model; LE; HE; LE or HE>.]For design-build contracts the following shall be included.[Energy absorption class shall be as stated in the technical model.]

Safety class shall be of the highest possible, as a minimum Class 2. The safety class shall be maintained regardless of the climatic conditions occurring in Denmark, including frost in the ground, until 900 mm under ground level. If the passively safe function is mainly placed under ground level, the column shall be tested in Rigid Soil, type R, cf. DS/EN 12767.

When using a passively safe column as a multifunctional column, either by mounting traffic lights or road signs, the column no longer preserves the status of passively safe collision friendly. In this case, an assessment shall provide evidence that the extra door opening does not reduce the load-bearing potential of the column.


2.10.6 Shape

The shape shall be uniform at a given road geometry and, it shall be considered in con-nection with the surroundings and any existing adjacent equipment.

The shape shall be selected as stated in the table below. Types of area followed by “town” are concerning cases in which roads (adjacent roads for the types of area “roundabouts” and “intersections”) are appearing with facades. Generally, other types of area apply.

Type of area Tapered Cylindrical SteppedMotorway X XPrincipal highway X XMain road, town X XMain road XSignal-controlled intersection, town X XSignal-controlled intersection X XRoundabout, town X XRoundabouts X XLocal road X X*Path X X*Pedestrian street X XPedestrian crossing X XCar park X X X*Carpool location X X X*Bus stop X X X*Traffic calming measures X XRoadside facility X X X*Bridge X X

“X” means that the shape may be employed. * Stepped columns are allowed with two steps at the most.]

For subcontracts and main contracts the following shall be included. Choice depends on whether shape is specified in the technical model (column specific) or applies to the pro-ject in general. [For aesthetic reasons shape shall be <as stated in the technical model; tapered; tapered or cylindrical; tapered or stepped; tapered, cylindrical or stepped; cylindrical; cylindrical or stepped>.]For design-build contracts the following shall be included in cases the same shape re-quirements apply in in all areas.[For aesthetic reasons shape shall be <tapered; tapered or cylindrical; tapered or stepped; tapered, cylindrical or stepped; cylindrical; cylindrical or stepped>.]

For design-build contracts the table below is to be used in cases where area-specific requirements apply. Shape can be specified as “tapered”; “tapered or cylindrical”; “tapered or stepped”; “tapered”, “cylindrical or stepped”; “cylindrical; cylindrical or stepped”. The specified values shall lie within the range of the table above.[In each area, for aesthetic reasons, shape shall be as follows:

Area Chainage Shape<motorway> <from Ch.> – <to Ch.> <shape>


<principal highway> <from Ch.> – <to Ch.> <shape><main road> <from Ch.> – <to Ch.> <shape><signal-controlled intersection> <Ch.> <shape><roundabout> <Ch.> <shape><local road> <from Ch.> – <to Ch.> <shape><path> <from Ch.> – <to Ch.> <shape><pedestrian street> <from Ch.> – <to Ch.> <shape><pedestrian crossing> <Ch.> <shape><car park> <Ch.> <shape><carpool location> <Ch.> <shape><bus stop> <Ch.> <shape><traffic calming measures> <Ch.> <shape><roadside facility> <Ch.> <shape><bridge> <Ch.> <shape><path underpass> <Ch.> <shape><road underpass> <Ch.> <shape>

]

2.10.7 Surface colour

The surface colour shall be uniform at a given road geometry and it shall be considered in connection with the surroundings and any existing adjacent equipment.

For subcontracts and main contracts the following shall be included. Choice depends on whether surface colour is specified in the technical model (column specific) or applies to the project in general. Default choice is that surface colour shall be equivalent to galvan-ized steel or aluminium. Surface colour may be stated as e.g. “red” or a specific RAL colour code, e.g. “RAL 9002”. Gloss, too, may be relevant to indicate.[For aesthetic reasons surface colour shall be <as stated in the technical model; equival-ent to galvanized steel or aluminium; RAL <colour code>; <colour>>.]

For design-build contracts the following shall be included in cases where the same sur-face colour requirements apply in in all areas. Default choice is that surface colour shall be equivalent to galvanized steel or aluminium. Surface colour may be stated as e.g. “yellow” or a specific RAL colour code, e.g. “RAL 9002”. Gloss, too, may be relevant to indicate.[For aesthetic reasons surface colour shall be <equivalent to galvanized steel or alu-minium; RAL <colour code>; <colour>>.]

For design-build contracts the table below is to be used in cases where area-specific requirements apply. Surface colour may be stated as e.g. “blue” or a specific RAL colour code, e.g. “RAL 9002”. Gloss, too, may be relevant to indicate. [In each area, for aesthetic reasons, surface colour shall be as follows:

Area Chainage Surface colour<motorway> <from Ch.> – <to Ch.> <colour><principal highway> <from Ch.> – <to Ch.> <colour><main road> <from Ch.> – <to Ch.> <colour><signal-controlled intersection> <Ch.> <colour><roundabout> <Ch.> <colour>


<local road> <from Ch.> – <to Ch.> <colour><path> <from Ch.> – <to Ch.> <colour><pedestrian street> <from Ch.> – <to Ch.> <colour><pedestrian crossing> <Ch.> <colour><car park> <Ch.> <colour><carpool location> <Ch.> <colour><bus stop> <Ch.> <colour><traffic calming measures> <Ch.> <colour><roadside facility> <Ch.> <colour><bridge> <Ch.> <colour><path underpass> <Ch.> <colour><road underpass> <Ch.> <colour>

]

2.11 Luminaire fixing

2.12 Bracket

Sections in 2.12 are only included if brackets are specified or, are an option according to section 2.14.8. [

2.12.1 Material

The material shall be the same as for columns.

2.12.2 Shape, bracket projection and luminaire fixing angle

The shape shall be viewed in the context of the shape of the luminaires, the surroundings and any existing adjacent equipment.

For subcontracts and main contracts the following shall be included. Choice depends on whether shape is specified in the technical model (column specific) or applies to the pro-ject in general. Luminaires shall be specified with the mounting type “bracket”.[For aesthetic reasons shape shall be <as stated in the technical model; straight; curved; straight or curved>.]

For design-build contracts the following shall be included in cases the same shape re-quirements apply in in all areas. Luminaires shall be specified with the mounting type “bracket”.[For aesthetic reasons shape shall be <straight; curved; straight or curved>.]

For design-build contracts the table below is to be used in cases where area-specific requirements apply. Shape can be specified as “straight”; “curved”; “straight or curved” for those areas where luminaires are specified with “bracket” as the type of mounting. [For aesthetic reasons, shape shall be as stated in the table below:

Area Chainage Shape<motorway> <from Ch.> – <to Ch.> <shape><principal highway> <from Ch.> – <to Ch.> <shape><main road> <from Ch.> – <to Ch.> <shape><signal-controlled intersection> <Ch.> <shape>


<roundabout> <Ch.> <shape><local road> <from Ch.> – <to Ch.> <shape><path> <from Ch.> – <to Ch.> <shape><pedestrian street> <from Ch.> – <to Ch.> <shape><pedestrian crossing> <Ch.> <shape><car park> <Ch.> <shape><carpool location> <Ch.> <shape><bus stop> <Ch.> <shape><traffic calming measures> <Ch.> <shape><roadside facility> <Ch.> <shape><bridge> <Ch.> <shape><path underpass> <Ch.> <shape><road underpass> <Ch.> <shape>

]

It may be expedient, in subcontracts and main contracts, to let requirements to bracket projection and luminaire fixing angle be flexible by stating a range instead of an exact value (calculated by the consultant), this way the Contractor may be able to adjust them to the luminaires delivered.

For subcontracts and main contracts the following shall be included. Choice depends on whether bracket projection is specified in the technical model (column specific) or applies to the project in general. [Bracket projection shall be <as stated in the technical model; 0,3 meter; 0,3-0,5 meter; 0,3-1 meter; 0,5 meter; 0,5-1 meter; 1 meter>.]For design-build contracts the following shall be included.[Bracket projection shall be as stated in the technical model.]

For subcontracts and main contracts the following shall be included. Choice depends on whether luminaire fixing angle is specified in the technical model (column specific) or applies to the project in general. [Luminaire fixing angle shall be <as stated in the technical model; 0° (horizontal); 0-3°; 3°>.]For design-build contracts the following shall be included.[Luminaire fixing angle shall be as stated in the technical model.]







Area Chainage Surface colour<motorway> <from Ch.> – <to Ch.> <colour><principal highway> <from Ch.> – <to Ch.> <colour><main road> <from Ch.> – <to Ch.> <colour><signal-controlled intersection> <Ch.> <colour><roundabout> <Ch.> <colour><local road> <from Ch.> – <to Ch.> <colour><path> <from Ch.> – <to Ch.> <colour><pedestrian street> <from Ch.> – <to Ch.> <colour><pedestrian crossing> <Ch.> <colour><car park> <Ch.> <colour><carpool location> <Ch.> <colour><bus stop> <Ch.> <colour><traffic calming measures> <Ch.> <colour><roadside facility> <Ch.> <colour><bridge> <Ch.> <colour><path underpass> <Ch.> <colour><road underpass> <Ch.> <colour>

]

2.13 Connection boxes

The following was added because there are no connection boxes with surge protection and more than 1 fuse currently on the marked.Connection boxes may contain fewer fuses than the number of connected luminaires, however, at least 1 fuse.

Connection boxes shall be able to protect the luminaires against surges in both common and differential modes, and shall be tested according to DS/EN 61643-11, test class II.

The nominal discharge current, In shall be ≥ 5 kA. The voltage protection level, Up shall be ≤ 1.5 kV.

Automatic disconnection (thermal protection) of surge protection must not entail that the power supply to the luminaires is discontinued, i.e. the protection shall be parallel connected.

The indication shall be clear as to whether the transient protection is connected or discon-nected.


The surge protection of the connection box shall be coordinated with the surge protection in the luminaires, thus ensuring that the highest levels of energy are handled in the con-nection box. The coordination regards the maximum continuous operating voltage, Uc, the voltage protection level, Up and the luminaire cable.

2.14 Luminaires

Luminaires shall be suitable for the temperatures in the surroundings in the range from minus 30 to plus 25 °C.

2.14.1 Ballast equipment and starting device


2.14.4 Mechanical conditions

Luminaires shall have an ingress protection of minimum IP 66, cf. DS/EN 60529.

Normally, IP65 may be observed, but luminaires, often used in pedestrian subways, are typically specified with IP65. For lighting in path underpass the following shall be included:Luminaires mounted in path underpasses shall have an ingress protection of minimum Class IP65, cf. DS/EN 60529.]

The class of enclosure shall consist of all of the usable lifetime and, after replacement, of one or more of the sub-components of the luminaire.

All mechanical, optical and electrical sub-components shall be without any movable parts.

Luminaires intended for mounting on columns shall have mounting fittings compatible with DS/EN 40-2.

The same professional group, who usually provide service on street lighting luminaires, shall be able to – quickly and easily – to set up these luminaires.

2.14.5 Optical conditions

Luminaires shall have flat glass.

Please indicate if path underpasses are included.[The requirement for flat glass does not apply to luminaires being used in path under-passes.]

The transmittance of the screen shall be high.

The light distribution shall be determined in pursuance of DS/EN 13032-1 and -4. Light distribution files shall be of the format EULUMDAT. The light distribution shall be adjusted to the actual use, thus optimising the economics of the project, including the light efficacy, cf. requirements of the actual lighting class.

For subcontracts and main contracts the following shall be included.[In each area, lighting class shall be as stated below and cf. “Street Lighting – Handbook”:


Area Chainage Lighting class<motorway> <from Ch.> – <to Ch.> <L5><principal highway> <from Ch.> – <to Ch.> <L5><main road> <from Ch.> – <to Ch.> <L7a, L7b><signal-controlled intersection> <Ch.> <LE5, LE4><roundabout> <Ch.> <LE5, LE4><local road> <from Ch.> – <to Ch.> <E2><path> <from Ch.> – <to Ch.> <E2><pedestrian street> <from Ch.> – <to Ch.> <E2><pedestrian crossing> <Ch.> <F1, F2><car park> <Ch.> <E2><carpool location> <Ch.> <E2><bus stop> <Ch.> <LE5, LE4><traffic calming measures> <Ch.> <LE5><roadside facility> <Ch.> <LE5 (carriageway)

and E2 (car park)><bridge> <Ch.> <L7a, L7b><path underpass> <Ch.> <E2><road underpass> <Ch.> <L7a, L7b>

The maintenance factor shall be <0.85>.]

All light sources (LED packages) shall contribute to the total functional light distribution.

Please indicate, if path underpasses are included.[The requirement for all light sources to contribute to the total functional light distribution, does not apply for luminaires being used for path underpasses.]

Luminaires shall (apart from exterior soiling and sudden errors) perform an approximately constant luminous flux in its lifetime.

For subcontracts and main contracts the following shall be included. Choice depends on whether the nominal colour temperature is specified in the technical model (column spe-cific) or applies to the project in general. [The nominal colour temperature shall be <as stated in the technical model; 3000 K; 3000 K or 4000 K; 4000 K>.]For design-build contracts the following shall be included.[The nominal colour temperature shall be as stated in the technical model.]

The colour variation (the tolerance of the actual set of colour coordinates) shall lie within the 7-step MacAdam ellipse, centred on the nominal set of colour coordinates.

The passage below is to be employed if more than one colour temperature value is in-cluded in the project.[The Colour Rendering Index, Ra shall be ≥ 80 at a nominal colour temperature 3000 K and ≥ 70 at a nominal colour temperature 4000 K.]


The passage below is to be employed if just one colour temperature value is included in the project. The Colour Rendering Index, Ra shall be ≥ 80 at a nominal colour temperat-ure 3000 K and ≥ 70 at a nominal colour temperature 4000 K.[The Colour Rendering Index, Ra shall be ≥ <70; 80>.]

The requirement for the colour variation and colour rendering applies both initially and after 5 year operation (equivalent to 22,500 hours).

2.14.6 Electrical conditions

Luminaires shall be based on inorganic LED technology.

Luminaires shall be protected against abnormal technical loads, as e.g. may occur on sunny and warm days where luminaires are lit in connection with inspection. The protec-tion shall be deactivated upon the temperature reaching a normal level again.

DS/EN 61547 is part of the CE marking and refers to DS/EN 61000-4-5.Luminaires shall be protected against transient overvoltages of 4 KV (pulse holding voltage category III cf. DS/HD 60364-4-443). Test shall be performed, cf. DS/EN 61000-4-5.

The power consumption of the luminaires after 22,500 hours of operation (equivalent to the maximum hours of operation at the 5-year inspection) may be 108%, at the most, of the initial power consumption.

The light efficacy shall be as high as possible and at least ≥100 lm/W at 100% luminous flux (non-dimmed state) for reasons of the energy efficiency of the lighting system.

Please indicate if path underpasses are included.[The requirement for light efficacy does not apply to luminaires being used in path under-passes.]

2.14.7 Light management

Luminaires shall have at least one SR-receptacle (System-Ready) acc. to Zhaga Book 18 with belonging sealing cap. The receptacle shall have the pin assignment DC+, DALI+, DALI- and LSI (Logical Signal Input).

The DALI-functionality shall follow the DALI 2.0 standard, DS/EN 62386-101 and DS/EN 62386-102 and be certified by DiiA (Digital Illumination Interface Alliance).

The light efficacy of the luminaires shall, in a dimmed state (50% of the luminous flux) be at least 95% of the actual light efficacy in a non-dimmed state (100% luminous flux).

Please indicate if path underpasses are included.[The requirement for a SR-receptacle does not apply to luminaires being used in path underpasses.]

The passages below are to be used if a stand-alone light management is requested.[


For subcontracts and main contracts the following shall be included. Choice depends on whether light management is specified in the technical model (column specific) or applies to the project in general. [The light management shall be <as stated in the technical model; <50 %> of the nominal luminous flux in the time period <22 to 06>.]For design-build contracts the following shall be included.[The light management shall be as stated in the technical model.]

The time controlled dimming shall be an integrated part of the luminaire driver and shall function autonomously.]

The passage below is to be used if time and traffic controlled dimming is requested.[In the below path underpass the lighting shall be controlled by traffic and timer.

Any traffic in the tunnel and 50 meter before and after the tunnel shall entail lighting being activated.

Any requirements for the output of the lighting when activated depend on the time of day or night. The cohesion appears from the table below. The output is indicated as the min-imum horizontal illuminance, regularity, classes of glaring as well as dimming as a per-centage of full luminous flux.

Area Chainage Time period Output<path underpass>

<Ch.> ½ an hour after sun set -½ an hour before sun rise(night)

5 lux (horizontally)0.20D520 %

½ an hour before sunrise -½ an hour after sunset -(twilight and day)

25 lux (horizontally)0.20D5100 %

The functionality can be realized by switching on a larger number of luminaires in daytime hours than in night hours controlled by an astronomical clock and motion sensors before, after and in tunnels.]

2.14.8 Service and spare parts

The luminaires shall – apart from the actual housing – consist of a minimum of 3 sub-components with the following functions:

Power supply and control.

Light emission (LED module) and light distribution (optics)

Glass.

Every component shall be ready as spare part and, the same professional group, who usually provide service on street lighting luminaires, shall be able to – quickly and easily – to supply and replace these spare parts.


2.14.9 Shape and mounting

The surface shall be even, and no external heat sinks present. The surface shall prevent the developing of icicles.

The shape and mounting shall be uniform at a given road geometry and, it shall be con-sidered in connection with the surroundings and any existing adjacent equipment.

For subcontracts and main contracts the following shall be included. Choice depends on whether shape is specified in the technical model (column specific) or applies to the pro-ject in general. More possibilities may be stated.[For aesthetic reasons, shape in all areas except for underpasses shall be <as stated in the technical model; hemisphere; dome; boat; disc; wedge>.]

For design-build contracts the following shall be included in cases the same shape re-quirements apply in in all areas. More possibilities may be stated. For aesthetic reasons, shape in all areas except for underpasses shall be <hemisphere; dome; boat; disc; wedge>.]

For design-build contracts the following table shall be included in case of area specific requirements for the shape and/or mounting. Any not specified columns of the table shall be deleted. Shape may be specified as “hemisphere”, “dome”, “boat”, “disc” and “wedge”. More possibilities may be stated. Mounting may be specified as “bracket”, “top of column” or “bracket or top of column”. For underpasses, you may specify “wall”, “ceiling” or “ceiling or wall”. [For aesthetic reasons, <the shape; mounting; shape and mounting> shall be as follows:

Area Chainage Shape Mounting<motorway> <from Ch.> – <to Ch.> <shape> <mounting><principal highway> <from Ch.> – <to Ch.> <shape> <mounting><main road> <from Ch.> – <to Ch.> <shape> <mounting><signal-controlled intersection> <Ch.> <shape> <mounting><roundabout> <Ch.> <shape> <mounting><local road> <from Ch.> – <to Ch.> <shape> <mounting><path> <from Ch.> – <to Ch.> <shape> <mounting><pedestrian street> <from Ch.> – <to Ch.> <shape> <mounting><pedestrian crossing> <Ch.> <shape> <mounting><car park> <Ch.> <shape> <mounting><carpool location> <Ch.> <shape> <mounting><bus stop> <Ch.> <shape> <mounting><traffic calming measures> <Ch.> <shape> <mounting><roadside facility> <Ch.> <shape> <mounting><bridge> <Ch.> <shape> <mounting><path underpass> <Ch.> <shape> <mounting><road underpass> <Ch.> <shape> <mounting>

]

The following is included when requirements are made for shape. Shape types (corres-ponding to rows in the table), which are not specified, must be deleted.[Below, possible shapes are described for mounting on top of column or bracket:


Shape Description GeometryHemi-sphere

Housing shaped as a hemisphere.

Dome Housing shaped as an oval dome (an ellipsoid cut horizontally).

Boat Housing shaped as an ellipsoid cut horizontally and vertically ("a boat turned upside down").

Disc Housing shaped as a section of a taper, cut with two parallel planes perpendicular on the symmetry axis of the taper.

Wedge Ellipsoid cut with two planes. The lower plane should differ from 0º to +12º from the horizontal plane. The upper plane should differ from -20º to the deviation from the horizontal plane of the lower plane. Positive indication is clockwise.

]

In projects involving underpasses, the following shall be included.Luminaires for lighting in underpasses may have another shape.]

For subcontracts and main contracts the following shall be included. Choice depends on whether mounting is specified in the technical model (column specific) or applies to the project in general. Please note that this paradigm does not cover catenary systems.[Mounting in all areas except for underpasses shall be <as stated in the technical model; top of column; bracket; top of column or bracket>.]

For subcontracts and main contracts where path underpasses and road underpasses are involved the following shall be included. [Mounting for underpasses shall be <as stated in the technical model; ceiling; wall; ceiling or wall>.]


For design-build contracts the following shall be included in cases the same mounting requirements apply in in all areas. More possibilities may be stated. [Mounting in all areas except for underpasses shall be <top of column; bracket; top of column or bracket>.]

For design-build contracts where underpasses are involved the following shall be in-cluded in cases the same mounting requirements apply in in all areas. [Mounting for underpasses shall be <ceiling; wall; ceiling or wall>.]






Area Chainage Surface colour<motorway> <from Ch.> – <to Ch.> <colour><principal highway> <from Ch.> – <to Ch.> <colour><main road> <from Ch.> – <to Ch.> <colour><signal-controlled intersection> <Ch.> <colour><roundabout> <Ch.> <colour><local road> <from Ch.> – <to Ch.> <colour><path> <from Ch.> – <to Ch.> <colour><pedestrian street> <from Ch.> – <to Ch.> <colour><pedestrian crossing> <Ch.> <colour><car park> <Ch.> <colour><carpool location> <Ch.> <colour><bus stop> <Ch.> <colour><traffic calming measures> <Ch.> <colour><roadside facility> <Ch.> <colour><bridge> <Ch.> <colour>


<path underpass> <Ch.> <colour><road underpass> <Ch.> <colour>

]

2.15 Light source


2.15.1 Conventional


2.15.2 LED


2.17 Cables in soil

For subcontracts and main contracts the following shall be included. Choice depends on whether conductor material, numbers of conductors and conductor cross section is spe-cified in the technical model (column specific) or applies to the project in general. [Conductor material, numbers of conductors and conductor cross section shall be <as stated in the technical model; 4∙10 mm2 CU; 4∙6 mm2 CU>.]For design-build contracts the following shall be included.[Conductor material, numbers of conductors and conductor cross section shall be as stated in the technical model.]

2.18 Cable ducts

For subcontracts and main contracts the following shall be included. Choice depends on whether the inner diameter of the ducts is specified in the technical model (column spe-cific) or applies to the project in general. [The inner diameter of the ducts shall be <as stated in the technical model; minimum Ø50 mm and minimum 50% larger than the diameter of the cable or the cable harness; Ø50; Ø110>.]For design-build contracts the following shall be included.[The inner diameter of the ducts shall be as stated in the technical model.]

In case of existing bridge barriers, the following is included (In new structures cable ducts shall be casted in).[Cable ducts to be mounted on existing bridge barriers shall be hot dip galvanised. Ties for fastening shall be made of stainless steel.]

In case of existing underpasses, the following is included: (In new structures cable ducts shall be casted in).[Cable ducts to be mounted on existing road or path underpasses shall be hot dip galvan-ised steel ducts. Shackles for fastening shall be made of stainless steel.]

2.19 Street lighting cabinet

2.19.1 Meter

“Street Lighting Equipment – GWS” is omitted.


2.19.2 Marking


2.19.3 Feeding


2.19.4 Switches


2.19.5 Auxiliary relay


2.19.6 Photoelectric cell


2.19.7 Switch timer


2.19.8 Time delay relay


2.19.9 Sending and receiving unit


2.20 Foundation

Prefabricated concrete foundations or steel foundations shall be used to suit the columns and the conditions on the location.

3 Execution

3.13 Columns

The location of columns shall be as indicated in the technical model.

Mounting of columns on a bridge shall comply with the Danish Road Directorate’s construc-tion drawing No. 25349 “Bridge Mount Brackets for Lighting Columns on Bridge”.

The distance between columns and the rear edge of the safety barrier beam shall be at least 0.5 m, at the same time considering the deflection of the safety barrier in case of collision. Columns must not be placed at the crash barrier poles.

3.15 Brackets

To be included if brackets are involved.[Orientation of the bracket shall be 0° (perpendicular to the centre line of the road), unless otherwise indicated in the technical model under the orientation of luminaire.

Mounting height shall be equal to the nominal height of the column (i.e. mounting on top of the column), unless otherwise indicated in the technical model.]


3.16 Connection boxes

Connection boxes are to be marked with product names and service tags (if included) on connected luminaires. All markings shall be durable throughout the lifetime of the connec-tion box.

The length shall be as short as possible of the cable for functional grounding between connection box and column.

3.17 Luminaires

The mounting height shall be equivalent to mounting on the top of column or the bracket, unless otherwise indicated in the technical model.

The orientation of the luminaire shall be 0° (perpendicular to the centre line of the road), unless otherwise indicated in the technical model.

The luminaire tilt angle shall be 0° (horizontal) when mounted on the top of column and as the luminaire fixing angle when mounted on the bracket, unless otherwise indicated in the technical model.

To achieve an even load of the phases luminaires are to be connected to the individual phases alternately (L1-L2-L3-L1…), unless otherwise indicated in the technical model.

3.18 Luminaire cables

Cables in new road and path underpasses must not be fed visibly.

3.19 Cables in ducts

The location of ducts shall be as indicated in the technical model.

Cable ducts in new road and path underpasses must not be mounted visibly.

For existing bridge barriers the following shall be included (in new structures cable ducts shall be casted in).[Duct bends to be mounted on existing bridge barriers shall be made with duct fittings. The ducts shall be terminated below ground surface, at the bridge ends, in the same depth as the cable in the ground. The ducts shall be fastened with ties.]

For existing underpasses the following is to be included (in new structures cable ducts shall be casted in).[Cable ducts to be mounted on existing road or path underpasses shall be attached with shackles.]

3.20 Street lighting cabinet

Street lighting cabinets are Employer's delivery. The Contractor shall install and commis-sion the street lighting cabinets.

Street lighting cabinets are provided with a thorough installation guide that must be fol-lowed closely. “Appendix C – Assembly and Installation Guide” concerns cabinets for systems that are to be managed by the Danish Road Directorate and may be viewed on


the Danish Road Directorate’s website. Pay attention to the annex at the back of the guide.

The accompanying key for the lock, type “MS”, shall be handed in at the Danish Road Directorate.

The location of cabinets shall be as indicated in the technical model as a default. If the location proves inappropriate in relation to the location of the designated DNO supply cabinet, the location of the cabinet can be changed in agreement with the Employer's supervision.

3.22 Cable trench

3.22.1 Underpass/crossing


The crossing of existing carriageway areas shall be carried out as controlled sub-drillings with ducts planted in a depth of minimum 1.5 m below the roadway.

3.22.2 Back-filling and re-establishment

Back-filling and re-establishment shall be carried in accordance with the regulations in DS 475.

3.23 Foundation

3.23.1 Foundation

The location of foundations shall equal the location of the columns as indicated in the technical model.

3.24 Wiring

Cables between columns and street lighting cabinets (ignition cables) are to be marked in a durable carrying-out when connecting to the connection box or the cabinet with the number of the distribution board. Routings shall be as indicated in the technical model.

The Contractor shall install earth electrode and earth conductor for road lighting cabinets. The Contractor shall install an electricity meter which is provided by the Distribution Net-work Operator (DNO).

The Contractor shall provide a cable between the street lighting cabinet and the junction cabinet (service lateral) assigned by the Distribution Network Operator. Routing of the cable shall, if this is indicated in the technical model, follow the specification.

In due time and with no delay for the work, the Contractor shall order the assignment of the meter point at the Distribution Network Operator (DNO).

<Distribution Network Operator><Elvej 7><7777 Elkøbing ><88 88 88 88><www.netselskab.dk>


The Contractor shall install the electricity meter that is supplied by the Distribution Net-work Operator (DNO). The Employer pays the connection charge, subscription fee and consumption.

The payer of the connection charge is project specific. Please note that it is the payer of the connection charge (address at the Danish Road Directorate) that is to be provided and not the payer of consumption (Central Power Unit) or address of the meter point (loc-ation of consumption). The procedure (in Danish) for installation is described at vejdirektoratet.dk → Vejsektor → Leverandørportal → Kvalitetsledelsessystem → Administration af elforbrugssteder → Etablering.As payer of the connection charge, the invoice data below are to be provided for the Dis-tribution Network Operator:

First name/ Company name: Danish Road Directorate in <place of employment>Surname/ Contact person: <Site Manager’s initials. If this person has not yet been as-signed, please state the initials of the Technical Project Manager (larger systems) and the Project Manager (minor systems)>CVR/SE No.: 60729018Street: <project specific>Street No.: <project specific>Postal code: <project specific>Postal city: <project specific>EAN No.: 5798000893450

The Contractor’ shall enter the location of power consumption into the Employer’s register for locations of power consumption (Central Power Unit – CEE). When entering data into the Employer’s register, please fill in the form with the following information:

In the field “Installationstype”, please choose “Vejbelysning”

The field “Aftagenummer” may be left blanc, in case the Distribution Network Operator has not – at the time of reporting – assigned a final Meter Point Administration Num-ber (Supply Number).

Choose the SAP Task No. of the project (order number). In cases where the Danish Road Directorate is the future Road Manager, the locations of consumption may be created with the SAP Task Numbers of the Department of Maintenance (”ND_VEJB_FOR”, ”SD_VEJB_FOR” or ”OD_VEJB_FOR” depending on whether the lighting system shall form part of the Maintenance Contract ME-VB-ND, ME-VB-SD or ME-VB-OD – the limits of contracts may be seen as a layer at Vejman.dk). Hence the Contract Manager does not need to change the SAP Task No. in connection with the handing over to operation.

In case another road administrator than the Danish Road Directorate becomes the future authority, a move to the other authority – as part of the handing over to operation – is carried out after the termination of the project. The procedure for moving is described at vejdirektoratet.dk → Vejsektor → Leverandørportal → Kvalitetsledelsessystem → Administration af elforbrugssteder → Flytning fra VD.

The field “SAP-opgavenummer” is to be completed with “<the Project’s SAP Task No. (order No.)>”

In the field ”Forbrugsstedets adresse” the address of the supply point is entered as notified (by the Contractor) to the Distribution Network Operator upon registration.


Detailed guidance in how to create meter points in the Employer’s register is found at vejdirektoratet.dk → Vejsektor → Leverandørportal → Kvalitetsledelsessystem → Admin-istration af elforbrugssteder → Etablering.

4 CheckingThe Employer shall ensure the quality of the Work executed by use of records for per-formance control and photographing. The Employer prepares the control record which shall be divided into benchmarks for each sub-task.

All materials are to be controlled upon receipt for scratches, dents and scrapes. The con-trol is to be documented in the performance control record.

Street lighting columns are to be controlled for being plumb and for the correct orienta-tion. The control is to be documented in the control record.

4.15 Wiring

The correct location of the cables and immunity relative to other cables is to be checked. The checks are to be documented with photos in the control record.

Cables are to be checked for the correct type and dimension. Before back-filling of the cable trench, the cables are to be checked for damages. Cable entries into foundations are to be checked for damages. The controls are to be documented with photos in the control record.

4.15.1 Inspection and testing

Inspection and testing to be executed in pursuance of Executive Order on Electrical In-stallations, section 75.

It is to be checked that all cables are connected with identical phase sequence. The check is to be documented in the control record.

The securing of the connection box is to be checked. The check is to be documented in the control record.

Fuse sizes are to be checked. The check is to be documented in the control record.

4.16 Foundation

Foundations are to be controlled for correct position and mounting. The check is to be documented in the control record.

4.17 Back-filling and restoration

It is to be checked that the back-filling is carried out correctly relative to construction. The check is to be documented in the control record.

The correct location of the underground warning tape is to be checked. The check is to be documented in the control record.

The compaction of back-filling is to be checked around columns. The checks are to be documented with photos in the control record.


4.18 Mounting

Street lighting columns are to be controlled for being plumb and for the correct orienta-tion. The check is to be documented in the control record.

5 Documentation

5.1 Components with CE marking

The documentation, below, of equipment is to be forwarded to the Employer’s Consultant. Any comments on the documentation shall be clarified before commencing the ordering process.

An unambiguous identification shall prevail between the Declaration of Performance (DoP)/ the EC Declaration of Conformity (EC DoC) and the CE marking as well as any drawings.

5.1.1 Column

Declaration of Performance – (DoP)

Installation guide

Maintenance manual (this shall clearly describe the procedure for maintenance – or that no maintenance is needed).

Apart from the above, the following shall be forwarded for products for passively safe lighting columns:

Drawing of the system tested which shows all components in the system, including dimensions and tolerances (may be part of the installation guide).

The Contractor shall be prepared for the Employer being willing to contact the manufac-turer, by random sampling, for the purpose of the forwarding of the test report for products for passively safe lighting columns.

For products for columns being used as multifunctional columns, apart from the above, the following shall be forwarded:

Dimensions on the extra column door

Statement that the extra column door will not weaken the load-bearing potential of the column.

5.1.2 Prefabricated foundation of concrete and steel

Declaration of Performance – (DoP)

Installation guide

Maintenance manual (this shall clearly describe the procedure for maintenance – or that no maintenance is needed).

5.1.3 Luminaires

EC Declaration of Conformity – (EC DoC)

Installation guide which, as a minimum, shall contain specifications of the parameters below. Nominal values for the units stated in parentheses shall be provided:

o Position


o Mass (kg)

o Dimensions, including tolerances (m)

o Effective Projected Area (m2)

o Torque for bolts and screws for fixation (Nm)

Guidance with the necessary information for using, maintaining, recycling and disposing

Data sheet, which shall contain specifications of the parameters below:

o Types of material for housing, screen and optical components

o Surface colour (RAL)

o Ingress Protection Class (IP Code)

o Degree of protection (IK Code)

o Power consumption (W), initially and in average lifetime

o Colour temperature (K) or colour coordinates (u’;v’)

o Colour Rendering Index, Ra

o Colour variation, MacAdam steps or Δu’v’, initially and maintained (6000 hours)

o Luminous flux (lm)

o The Useful Lifetime @ L70B10

o AFV (Abrupt Failure Value)

o Ambient temperature, tq, relative to the efficacy of the luminaire (°C)

o Light efficacy ( lm/W)

o Supply Voltage (V)

o Insulation class

o Power factor, 100% luminous flux (cos φ)

o Transient protection in differential and common modes (kV/kA)

o Control functions

Light distribution file in EULUMDAT format.

5.1.4 Connection boxes


Installation guide

Data sheet, which shall contain specifications of the parameters below. Nominal val-ues for the units stated in parentheses shall be provided:

o Dimensions, including tolerances (m)

o Mass (kg)

o Types of material

o Ingress Protection Class (IP Code)

o Insulation class


o Cable dimensions for incoming and outgoing cable clamps (mm2).

o Nominal discharge surge current, In, in differential and common modes (kA)

o Maximum constant rated voltage, Uc (V)

o Residual voltage, Up (V).

5.1.5 Cable


Data sheet, which shall contain specifications of the parameters below. Nominal val-ues for the units stated in parentheses shall be provided:

o Dimensions of conductor (mm2)

o Conductor material

o Insulation material

o Jacket material

o Permissible traction (N/mm2)

o Curve radius

o Nominal supply voltage (V).

5.1.6 Street lighting cabinet

The necessary documentation will be provided by the Employer’s supplier.

5.2 Components without CE marking

5.3 Operation and maintenance

The maintenance manual shall, as a minimum, contain the following:

Specification of materials

Specific requirements concerning cleaning of surfaces, including instructions regard-ing cleaning agents and cleaning methods

Specific requirements concerning periodic inspection

Environmental measures for disposal.

5.4 Execution

Documentation for the execution comprises the following:For subcontracts and main contracts, the below shall be included. The Consultant defines the format in which data are going to be used, as he is responsible for “as-built”.

[Measuring-in of the position of x, y and z coordinates of columns, foundations, cabin-ets, cables and ducts in the coordinate system UTM32-EUREF89 and height system DVR90. Data to be delivered in <DSFL, DWG, DGN>-format]

For design-build contracts the below shall be included. The Contractor may use an op-tional format.

[Measuring of the position of x, y and z coordinates of columns, foundations, cabinets, cables and ducts]


Execution control record in pursuance of section 4, “Checking”

Commissioning report in pursuance of Executive Order on Electrical Installations, sec-tion 75.

5.5 Light technics

Documentation for the photometric performance comprises the following:For subcontracts and main contracts, the below shall be included.

[Calculation according to DS/EN 13201-3 which shall document that the lighting sys-tem's photometric performance has been optimised, cf. requirements in the actual lighting class. The documentation shall contain calculation results and conditions.

Documentation of the system’s light efficacy may be done by measuring. However, measuring reports are only relevant for larger projects as the costs for these cannot be justified in minor projects. To be consequential amended to SB – Common to Design, section 10.2.3 and SB – Street Lighting, section 2.5.4 “‘As built’ documentation”, respect-ively, at the bottom of the bullet list.

[A measuring report shall document that the lighting system's photometric performance is optimised, cf. requirements in the actual lighting class, and that the requirements made for temperature, rendering and variation of colour are met. The measurements shall be carried out by an impartial third party who has been accredited under DS/EN 17025. For each area, measurements shall be carried out, cf. DS/EN 13201-4 for the relevant parameters of the actual lighting class as well as the spectral dispersion.]

5.6 Energy efficiency

The energy efficiency of the lighting system shall be the best possible. This entails that the luminaires are of high efficacy and have their optics adjusted to the relevant use.

5.6.1 Power consumption

Power consumption shall be documented by measurement and calculation.

The measured power consumption, Pmeas shall include at least the actual power consump-tion of all the luminaires at the nominal luminous flux. The measuring instrument must be calibrated to a basic accuracy of ± 3% (or better).

The calculated power consumption, Pcalc shall be the total of nominal initial power con-sumption of all the luminaires at the nominal luminous flux. Thus, power loss in cables, connection boxes and control systems as well as changes over the day and lifetime are ignored.

5.6.2 Pricing

Section 5.6.2 is to be deleted, if bonus is not included.[The measured power consumption is the basis for calculating the bonus.

A bonus is paid that relates to half of the total energy consumption below a certain refer-ence level in the technical life of the luminaires.


Reference power consumption, Pref can for design-build contracts be roughly calculated as power consumption per luminaire for conventional technology ∙ number of luminaires in the system. Power consumption per luminaire is specifically estimated for the project, eg 114 W (equivalent to 100 W light sources) for 2 lane roads, roundabouts, etc. Refer-ence power consumption, Pref for a system with 22 luminaires can thus be calculated as 114 ∙ 22 = 2.508 W. With this method, bonus will not normally be negative.[The reference level is equivalent to the energy consumption of conventional technology.]

Reference power consumption, Pref can for subcontracts and main contracts be calculated from the reference luminaires used in the design. With this method, there is some probab-ility that the bonus will be negative.[The reference level is equivalent to the energy consumption of luminaires, which have a good efficacy, and are adapted to the application.]

Bonus in DKK is calculated as ½∙h∙n∙p∙(Pref - Pmeas), where:

h is the number of burn hours and equal to 4,000 hours per year

n is the technical lifetime of the luminaire and is equal to 15 years

p is the price of energy per Wh and equal to 0.0025 DKK per Wh

Pref is the reference power consumption and equals <xxx> W

Pmeas is the measured power consumption in W, as described under section 5.6.1

Bonus in DKK is thus calculated from the formula: 75 ∙ (<xxx> - Pmeas)

Bonus may be negative. Bonus can be paid out after commissioning.]

Documents

lp.vejdirektoratet.dklp.vejdirektoratet.dk/_layouts/delegate/handlers/GetFile... · Web viewBlack text on a white background is standard text applicable to all contracts.As a general