M62 Junctions 30 to 32 CCTV & MIDAS Scheme
Delivery Partner
Works Package Order
Volume 2 – Works Information
November 2013
Notice
This document and its contents have been prepared and are intended solely for the
Highways Agency’s information and use in relation to the M62 J30 to 32 CCTV & MIDAS
Scheme.
Atkins Limited assumes no responsibility to any other party in respect of or arising out of or
in connection with this document and/or its contents.
Document History
JOB NUMBER: 5118933
DOCUMENT REF: 5118933/02/AP/055
C
Construction
PC
AP
MR
AP
12/11/13
1
Construction Issue
AP
PC
MR
AP
30/09/13
Originated
Checked
Reviewed
Authorised
Date
Rev
Purpose Description
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
LIST OF DOCUMENTS (this document in bold)
Volume 1
Form of Agreement for Package Order
Contract Data Parts One and Two
Volume 2
Works Information: Specification – Preamble and zero Appendices 0/1
to 0/4
Works Information: Specification – Numbered Appendices 1/1 to 90/1
Works Information: Drawings
Works Information: Annexes
Volume 3
Site Information
Volume 2 – Works Information 28 10 13
Page 1 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Volume 2 Works Information:
Contents
Information
Zero
Appendices
Description
Page
Scope of Works and Preamble to the Specification
4
Appendix 0/1 - Contract Specific Additional, Substitute and Cancellation
Clauses, Tables and Figures
5
Appendix 0/2 - Contract Specific Minor Alterations
10
Appendix 0/3 - List of Numbered Appendices
14
Appendix 0/4 - List of Drawings
20
Numbered
Appendices
Appendices 1/1 to 90/1
Individual
files
Drawings
Drawings as listed in Appendix 0/4
Individual
files
Volume 2 – Works Information 28 10 13
Page 2 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Scope of Works and Preamble to the Specification
Scope of Works
The Employer wishes to carry out the works to install 13no. MS4 gantries and CCTV on
the M62 between J30 to J32. Scheme will provide the capability for displaying standard
warning messages, lane divert/closure information and advisory speed limits, the latter
being automated via the Motorway Incident Detection and Automatic Signalling (MIDAS)
system when slow moving traffic is detected by loops. Verification of the nature and
location of incidents will be possible using PTZ CCTV controlled by the Regional Control
Centre.
Successful delivery of the scheme will depend on both Parties working together and with:
the Scheme designers
Technology Suppliers
The Employer’s departments e.g. Network Delivery & Development and
Network Services
MACs, DBFO, TechMAC, NRTS. and other contractors involved in
routine works on this section of motorway.
The Works Information is contained in the Specification detailed below together with the
Drawings listed in Appendix 0/4 of the Specification.
Preamble to the Specification
1
The Specification referred to in the Works Information is the ‘Specification for
Highway Works’ current at the Contract Date, published by TSO (formerly HMSO)
as Volume 1 of the Manual of Contract Documents for Highway Works, as modified
and extended by the following:
(i)
Appendix 0/1: Contract-specific Additional, Substitute and Cancelled
Clauses, Tables and Figures;
(ii)
Appendix 0/2: Contract-specific minor alterations to existing Clauses,
Tables and Figures;
(iii)
2
The Numbered Appendices listed in Appendix 0/3.
Insofar as any of the Numbered Appendices may conflict or be inconsistent with
any provision of the Specification for Highway Works the Numbered Appendices
shall always prevail.
Volume 2 – Works Information 28 10 13
Page 3 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
3
Any reference in the Contract to a Clause number or Appendix shall be deemed to
refer to the corresponding Substitute Clause number or Appendix listed in
Appendix 0/1 or 0/2.
4
Where a Clause is altered, any original Table/Figure referred to in the Clause shall
apply unless the Table/ Figure is also altered. Where a Table/Figure is altered any
reference in a Clause to the original Table/Figure shall apply to the altered
Table/Figure.
5
Where a Clause in the Specification relates to work goods or materials which are
not required for the works it shall be deemed not to apply.
6
Any Appendix referred to in the Specification which is not used shall be deemed
not to apply.
Volume 2 – Works Information 28 10 13
Page 4 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix 0/1: Contract-specific Additional, Substitute and Cancelled
Clauses, Tables and Figures
List of Substitute Clauses, Tables and Figures
Title
Clause No.
PRIVATELY AND PUBLICLY OWNED SERVICES OR SUPPLIES
116.2SR
The Contractor shall during the progress of the works take all measures
required by any statutory bodies or the management of other publicly owned
services or supplies.
The contractor shall comply with the Special Requirements of the Statutory
Bodies as detailed in Appendix 1/16.
Add new sub-paragraph after sub-paragraph 4 as follows:-
1714.1
“Cover blocks or any other components shall not be used for positioning
formwork relative to reinforcement in areas which are to be repaired”.
GENERAL
1801SR
Structural steelwork shall be as described in Appendix 18/1 and 18/2 and the
Drawings referred to therein.
All steelwork shall be in accordance with BS EN 1090-2:2008, PD 6705-2:2010
and Steel Bridge Group Model Project Specification (SCI Publication
P382:2009).
List of Cancelled Clauses, Tables and Figures
o
Clause N .
Title
1801
General
1802
Structural Steelwork – Surface Preparation and Protection Against Corrosion
1803
Amendments and Additions to BS 5400: Part 6: 1999 (Amd. No. 13715, 3 October
2002)
Additional Clauses, Tables and Figures
Clause No.
107.2AR
Title
SITE EXTENT AND LIMITATIONS ON USE
Working with others
The Contractor shall cooperate with, and share the Working Areas with, the
following organisations:
Volume 2 – Works Information 28 10 13
Page 5 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
i)
Highways Agency North East Regional Control Centre (NERCC)
ii)
Area 12 Maintaining Agent Contractor (Area MAC);
iii) Area 12 TechMAC
iv) NRTS Provider and their installation Contractors;
v) Distribution Network Operator (Northern Power Grid);
vi) Specialist MS4 Contractors;
vii) Specialist Motorway Communications Contractor;
viii) Specialist Surveillance CCTV Contractor;
ix) Other Statutory undertakers carrying out works required by this contract.
124.2AR
HEALTH AND SAFETY RESTRICTIONS, PRECAUTIONS AND MONITORING
Health and Safety Requirements
The Employer appoints the Contractor to act as Principal Contractor for the
purposes of the Construction (Design and Management) Regulations 2007.
The Contractor reports to the Overseeing Organisation within 24 hours details of
any serious incidents involving any person injured or killed in connection with the
works on the Site. The Contractor reports such incidents through the Highways
Agency's Accident and Incident Reporting System.
The Contractor issues the information in the Health and Safety file to the
Overseeing Organisation in accordance with Highways Agency handover
procedures.
The Contractor shall take guidance from the HSE's occupational health surveillance
model when setting up a health screening programme.
Before commencing the construction phase of the works, the Contractor confirms to
the Project Manager that adequate welfare facilities are in place.
170AR
REQUIREMENTS FOR STRUCTURES TO BE DESIGNED BY THE
CONTRACTOR
The requirements for structures to be designed by the Contractor shall be as
detailed in Appendix 1/10, 1/11 and 1/70.
171AR
CONSIDERATE CONSTRUCTOR SCHEME
The Contractor
•
registers the Site under the Considerate Constructor Scheme and
•
complies with the Considerate Constructor Scheme’s Code of Considerate
Practice in Providing the Works
173AR
PROVISION OF ELECTRONIC DOCUMENTS AND DATA
If information is to be exchanged electronically, the Contractor complies with the
Highways Agency procedures for safeguarding the connection and the format of
transmitted data.
Volume 2 – Works Information 28 10 13
Page 6 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
174AR
HANDOVER DOCUMENTS AT COMPLETION
The Contractor provides the handover documents at the time required by and in
accordance with Highways Agency current procedures. Any sectional completion
proposed by the Contractor or full completion of the works will be dependent upon
compliance with the requirements of the “Handover and Commissioning Guidance”,
the handover of all information required for the safe maintenance of each element of
the works and the completion of the handover of any element of the works to the
maintaining agent.
175AR
MARKING OF EQUIPMENT, PLANT AND MATERIALS
To prepare Equipment, Plant and Materials which are outside the Working Areas for
marking by the Supervisor, the Contractor
marks the Equipment, Plant and Materials in the location they are stored so
as to show that their destination is the Site and that they are the property of
the Employer,
provides to the Supervisor
o evidence that the title to the Equipment, Plant and Materials has
passed to the Contractor and
o a schedule identifying the location they will be stored in until they
are brought to the site and giving the value of each item of the
Equipment, Plant and Materials Plant or Materials stored.
176AR
APPOINTMENT OF ADJUDICATOR
The Adjudicator is appointed under the NEC3 Adjudicator’s Contract (June 2005).
including the following additional condition of contract
“The Adjudicator complies, and takes all reasonable steps to ensure that any
persons advising or aiding him comply, with the Official Secrets Act 1989. Any
information concerning the Contract obtained either by the Adjudicator or any
person advising or aiding him is confidential, and may not be used or disclosed by
the Adjudicator or any such person except for the purposes of this Agreement.”
180AR
HEALTH AND SAFETY REQUIREMENTS
The Contractor shall be aware of the guidelines for the use of substances
hazardous to health given in Advice Note SA 8/94. In particular it is anticipated
that the following substances classified in the Advice Note are expected to be
used and/or encountered. The Contractor shall follow the precautions in the
Advice Note for each substance.
o
o
o
Low Risk
None
Moderate Risk
Dust from cutting of FRP materials.
High Risk
Epoxy based primers/undercoats/finishes/adhesives,
solvents, degreasing agents.
cleaning
The Contractor shall not be relieved of his obligations under COSHH legislation.
Volume 2 – Works Information 28 10 13
Page 7 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
The Contractor shall at all times prevent the spread by any means whatsoever
of substances hazardous to health from a working area to adjacent areas.
Any cleaning agents used as part of wet cleaning shall be environmentally
suitable and the Contractor shall supply to the Overseeing Organisation
hazardous information/product data sheets for such agents which may be
approved by the Environment Agency.
181AR
Asbestos Management Plan and Asbestos Surveys:
The existing infrastructure was constructed at a time when Asbestos Containing
Materials (ACM’s) were an acceptable construction material.
Surveys of the construction materials used have not been able to be carried out in
advance of the works because access is not readily accessible.
The Highways Agency also wishes to fulfil its responsibilities to manage its
infrastructure in respect of Asbestos, and record the presence of any asbestos on
its network, remove where necessary any existing ACM’s, and keep appropriate
records,
The Highways Agency’s requirements of the Contractor are detailed in Appendix
1/71 and the Asbestos Management Plan for this project and include;
1502.6AR
a)
Asbestos awareness training across its supervisory staff and workforce
b)
Conduct sampling and surveys of materials suspected of containing
ACM’s as the works progress in accordance with HSE publication
Asbestos: The survey guide.
c)
Take due regard of any asbestos identified in carrying out the works.
d)
Record and report the findings of all surveys in accordance with the HA
Scheme Asbestos Management Plan (SAMP) and Asbestos Action
Plans.
e)
Report all findings to the Project Manager and the Construction Design
and Management Coordinator.
GENERAL REQUIREMENTS
Configuration and Testing Offsite
The Contractor shall cooperate with other parties as described in the
“Communications Commissioning Plan” for the M62 J30 to J32 TMS Scheme:
1502.7AR
GENERAL REQUIREMENTS
Commissioning
The Contractor shall undertake the Contractor’s roles and responsibilities as
described in Appendix 15/1 and the “Communications Commissioning Plan” for the
M62 J30 to J32 TMS Scheme.
Volume 2 – Works Information 28 10 13
Page 8 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
The Contractor shall allow sufficient time in his programme for the commissioning
activities as described in Appendix 1/13 and the “Communications Commissioning
Plan” for the M62 J30 to J32 TMS Scheme. The Contractor shall cooperate with all
the parties described in the “Communications Commissioning Plan” for the M62 J30
to J32 TMS Scheme.
1502.8AR
GENERAL REQUIREMENTS
Technology Competency
The Contractor shall be prepared to demonstrate to the satisfaction of the
Overseeing Organisation, in advance of commencing works, the competency of
engineers to carry out the connection, testing and commissioning of each of the
following:
i)
MS4 Message Signs
ii)
Surveillance Closed Circuit Television (CCTV);
iii) Motorway Incident Detection and Automatic Signalling (MIDAS);
iv) Communications Cabling Infrastructure;
v) Power Cable Infrastructure;
vi) Emergency Roadside Telephones (ERTs).
The Contractor shall allow adequate time in his programme for the approval
procedure including any additional engineers required for System Testing and
Integration with the NERCC.
1504.5AR
SITE RECORDS
Additional Drawing Information
In addition to those items listed in 1504.1, the Contractor shall record the following
information on the drawings:
i)
Surveillance CCTV camera positions and types
ii)
MIDAS loops and outstation equipment
iii) Message signs
iv) ;
v) For each 609 Power cabinet; the destination of each circuit, location and details
of any cable reduction joints; and
vi) For every cabinet, post, detector loop, telephone, gantry structure and chamber,
the exact marker post location where this differs from the marker post location
shown on the design drawings;
In addition to the above, the Contractor shall record all cable and electrical test
results in accordance with the requirements of BS 7671 and HA specifications
MCG1022, TRH 2583 and MCH1540. The Contractor shall also record (in the BS
7671 test results), the fuse or MCB ratings for the 609 EI and 609 Power cabinets.
Volume 2 – Works Information 28 10 13
Page 9 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
1504.6AR
DECOMMISSION / REMOVAL RECORDS
The Contractor shall record details of all items of equipment and cables removed.
1512.7AR
INSTALLATION OF ANCILLARY ITEMS
The Contractor shall install ancillary items as defined in Appendix 15/1.
1571AR
UPGRADE TO MOTORWAY SURVEILLANCE CCTV
The Contractor shall upgrade the Motorway Surveillance CCTV shall be as detailed
in Appendix 15/71.
1573AR
INTERRUPTER CABLE
The Contractor shall supply and install the interrupter cable protection measures as
described in Appendix 15/73.
8000AR
TRENCHLESS AND MINIMUM DIG TECHNIQUES
Trenchless and minimum dig techniques shall be as detailed in Appendix 80/1.
Volume 2 – Works Information 28 10 13
Page 10 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix 0/2: Contract-specific minor alterations to existing Clauses, Tables
and Figures;
PART A: Volume 1 Specification
Clause No.
Alterations to be made
MOTORWAY COMMUNICATIONS
SERIES 1500
CABLES
1506.1
Sub-clause (vii), start of line 1 insert ‘Non-armoured or’
TERMINATION AND JOINTING OF POWER SUPPLY CABLES FOR
COMMUNICATIONS
1516.3
Clause No.
APPENDIX F
1.
Line 8, delete ‘C chamber’ and replace with ‘A chamber or Power Joint (PJ)
chamber as identified in Appendix 15/1.
Alterations to be made
Appendix
Add the following to Appendix F
British Standards
BSEN 12966 Road Vertical Signs – Variable Message Traffic
Signs
BS 7671 Requirements for Electrical Installations
BS 7430 Code of Practice for Earthing
5.
Department of Transport; Department of Environment,
Transport and the Regions; Scottish Development
Department The Scottish Office; Welsh Office; and
Department of the Environment for Northern Ireland
Publications
After item (ii), add:
(iii)
(iv)
DfT and HA Branding Guidelines for Contractors
HA Visual Identity - Requirements for our Suppliers
Volume 2 – Works Information 28 10 13
Page 11 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Clause No.
Alterations to be made
Appendix
APPENDIX F
7.
HIGHWAYS AGENCY (TRAFFIC SYSTEMS AND SIGNING)
PUBLICATIONS
(www.tssplansregistry.org)
After item (xx), add:
(xxi)
DMRB Design Manual for Roads and Bridges
(Including Interim Advice Notes)
(xxii)
MCE 1126 NMCS Internet Interface Specification
(xxiii)
MCE 1137 Equipment Configuration Plug - Type
9300: Hardware Requirements
(xxiv)
MCE 1175 Plinth 610
(xxv)
MCE 1233 Specification for CCTV Outstation Fixed
Television Base Unit
(xxvi)
MCE 1249 Distributors 901
(xxvii)
MCE 2135 Specification for CCTV Outstation
Camera
(xxviii)
MCE 2214 Motorway Signal Mark 4 – Requirement
for Signal Equipment (Display and Communications
Electronics)
(xxix)
MCE 2239 Second Generation CCTV Television
Base Station Specification
(xxx)
MCE 2240 Second Generation CCTV Centre-to-Field
Communication Specification
(xxxi)
MCE 2241 Second Generation CCTV Television
Slave Station Specification
(xxxii)
MCE 2536 Specification for CCTV Outstation
Camera Cable & Connector
(xxxiii)
MCG 1069 NMCS 2 Test Strategy
(xxxiv)
MCG 1072 Signal Site Equipment Acceptance Test
Specification
(xxxv)
MCG 1080 NMCS 2 Data System Test Specification
(xxxvi)
MCG 1089 NMCS2 MIDAS Outstation Acceptance
Test Specification
(xxxvii)
MCG 1092 NMCS2 MIDAS System Acceptance Test
Specification
(xxxviii)
MCG 1022 Test Specification for Motorway
Communications and Power Cables
(xxxix)
MCG 1101 Test Specification for Second Generation
CCTV Television Slave Station
(xl)
MCG 1110 Second Generation CCTV - System
Performance and Testing
Volume 2 – Works Information 28 10 13
Page 12 of 181
15/1
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Clause No.
(Cont’d)
Alterations to be made
Appendix
(xli)
MCG 1101 Test Specification for Second Generation
CCTV Television Slave Station
(xlii)
MCG 1111 Testing the Picture Quality Levels of the
NRTS Switched Video Network
(xliii)
MCG 1202 NMCS Electrical Power Supply Tests for
Electronic Motorway Signals and Message Signs
(xliv)
MCG 1303 NMCS2 Acceptance Test Specification
Motorway Signals Mk3 (MS3)
(xlv)
MCH 1349 Maintenance & Operational Requirements
for New Systems & Equipment
(xlvi)
MCH 1399 NMCS Maintenance Instruction.
Notification of Change of Equipment. Quantities for
Maintenance
(xlvii)
MCH 1540 Specification for the Installation of detector
Loops on Motorways and All-Purpose Trunk Roads
(xlviii)
MCH 1652 Communications Records Drawings
Computer Aided Drawings Standard
(xlix)
MCH 1737 Procedure for producing and updating
NMCS Transmission Maintenance Drawings
(formerly titled 'CAD System')
(l)
MCH 1755 NMCS2 MIDAS Outstation Site
Acceptance Procedures
(li)
MCH 1780 NMCS2 Logging – Formats and Guideline
(lii)
MCH 1881Permit to Access RCC to do Work
(liii)
MCH 1959 Second Generation CCTV Interface of the
CCTV System to the National Roads
Telecommunications Contract
(liv)
MCH 1960 Second Generation CCTV Management
Overview
(lv)
MCH 1980 Process for Commissioning and
Handover of Technology Systems
(lvi)
TR 1100 General Specification for Motorway Signs
Signalling and Communications Equipment
(lvii)
TR1249 Distributor Type 901
(lviii)
TR 2033 Weatherproof Cable Assemblies
(lix)
TR 2062 Data Link Connection Boxes Type 9902,
9903 and 9904
(lx)
TR 2095 NMCS Variable Message Sign (VMS) Driver
Specification
(lxi)
TR 2135 CCTV Cameras for Road Traffic
Surveillance
Volume 2 – Works Information 28 10 13
15/1
Page 13 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Clause No.
APPENDIX F
(Cont’d)
Alterations to be made
NATIONAL ROADS TELECOMMUNICATION SERVICE
(NRTS) DOCUMENTATION
(i)
“NRTS Special Requirements: HA Contractors
Obligations (GC-PS037)” (document reference
GYS/RGD/PRS/0048)
(ii)
GYS/RGD/TSP/0056 - NRTS – Service Solution
Specification: Passive Network Elements (PSDS200-01)
(iii)
GYS/RGD/TSP/0080 - NRTS – Service Solution
Specification: Civil Roadside Infrastructure and
Cabling (PS-DS200-03)
(iv)
GYS/RGD/TSP/0079 - NRTS – Service Solution
Specification: Service Categories 1 to 4, Passive
Network Elements (PS-DS200-02)
(v)
GYS/RGD/TSP/0081 - NRTS: Service Solution
Specification - Transmission Stations &
Transmission Cabinets (PS-DS200-04)
(vi)
GYS/RGD/TSP/0083 - NRTS - Service Solution
Specification: Regrades (PS-DS200-06)
(vii)
GYS/RGD/TSP/0082 - NRTS - Service Solution
Specification: Cross-carriageway Ducts & Ducts
Through Structures (PS-DS200-05)
(viii)
GYS/RGD/PRP/0012 - NRTS – Dual Space
Management (PS DS017)
(ix)
GYS/RGD/USG/0038 – NRTS – A Guide to Working
with GeneSYS
15/1 and 15/2
Documents (i) to (viii) are available from:
NRTS Co
GeneSYS
9 Ridgeway
Quinton
B32 1AF
Telephone: 0845 603 2239
Fax: 0121 506 6102
Email: [email protected]
Volume 2 – Works Information 28 10 13
Page 14 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix 0/3 List of the Numbered Appendices referred to in the
Specification and included in the Contract.
Appendix 0/3 is comprised of two lists, A and B of Numbered Appendices as
follows:
List ‘A’ is a complete list of the Numbered Appendices referred to in the Specification for Highways
Works with those not adopted marked ‘Not Used’. Those identified by the letter T or C shall be
completed by the Tenderer or Contractor respectively.
List ‘B’ gives the list of Contract-specific Numbered Appendices devised for the Contract
Guide to ‘Completed By’ Symbols where the Contractor is required to
provide input:
(Co/C)
Compiler (Designer) partially compiles and Contractor completes and returns to
Overseeing Organisation.
(Co/T)
Compiler (Designer) partially compiles and Tenderer completes and returns with
Tender
(C)
Contractor completes and returns to Overseeing Organisation
(P)
The Appendix is a national pro-forma and format must not be altered.
Volume 2 – Works Information 28 10 13
Page 15 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
List ‘A’: List of Numbered Appendices Referred to in the Specification for
Highway Works
Complete
d By
Appx.
No.
(Co)
0/1
(Co)
0/2
(Co)
0/3
(Co)
Not used
0/4
0/5
1/1
Not used
Not used
Not used
1/2
1/3
1/4
1/5
1/6
1/7
1/8
1/9
1/10
1/11
1/12
1/13
1/14
1/15
1/16
1/17
1/18
1/19
1/20
1/21
1/22
1/23
1/24
1/25
1/26
1/27
2/1
2/2
2/3
2/4
2/5
Appendix Title
INTRODUCTION
Contract-specific Additional, Substitute and Cancelled Clauses, Tables
and Figures Included in the Contract
Contract-specific Minor Alterations to Existing Clauses, Tables and
Figures Included in the Contract
List of Numbered Appendices Referred to in the Specification and
Included in the Contract
List of Drawings Included in the Contract
Special National Alterations of the Overseeing Organisation of
Scotland/Wales/Northern Ireland
PRELIMINARIES
Temporary Accommodation and Equipment for the Overseeing
Organisation
Vehicles for the Overseeing Organisation
Communication System for the Overseeing Organisation
Working and Fabrication Drawings
Testing to be carried out by the Contractor
Supply and Delivery of Samples to the Overseeing Organisation
Site Extent and Limitations on Use
Operatives for the Overseeing Organisation
Control of Noise and Vibration
Structures to be Designed by the Contractor
Structural Elements and Other Features to be Designed by the Contractor
Setting Out and Existing Ground Levels
Programme of Works
Payment Applications
Accommodation Works
Privately and Publicly Owned Services & Supplies
Traffic Safety & Management
Temporary & Permanent Diversions for Traffic
Routing of Vehicles
Recovery Vehicles for Breakdowns
Information Boards
Progress Photographs
Risk to Health and Safety from Materials or Substances
Quality Management System
Temporary Closed Circuit Television (CCTV) System for the Monitoring of
Traffic
Temporary Automatic Speed Camera System for the Enforcement of
Mandatory Speed Limits at Road Works (TASCAR)
Temporary Automatic Speed Camera System for the Enforcement of
Mandatory Speed Limits at Road Works (TASCAR) – Particular
Requirements
SITE CLEARANCE
List of Buildings, etc. to be Demolished or Partially Demolished
Filing of Trenches & Pipes
Retention of Material Arising from Site Clearance
Explosives & Blasting
Hazardous Materials
FENCING
Volume 2 – Works Information 28 10 13
Page 16 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Complete
d By
Appx.
No.
3/1
(Co)
Not Used
Not used
Not used
Not used
Not used
4/1
4/2
5/1
5/2
5/3
5/4
5/5
5/6
5/7
6/1
6/2
6/3
Not used
6/4
6/5
6/6
6/7
6/8
6/9
6/10
6/11
Not used
6/12
6/13
6/14
6/15
Not used
Not used
Not used
Not used
7/1
7/2
7/3
7/4
Not used
Not used
Not used
Not used
Not used
Not used
7/5
7/6
7/7
7/8
7/9
7/10
Not used
Not used
Not used
7/11
7/12
7/13
Appendix Title
Fencing, Gates and Stiles
ROAD RESTRAINT SYSTMES (VEHICLE AND PEDESTRIAN)
Road Restraint Systems (Vehicle and Pedestrian)
Information Required to Demonstrate Compliance of Road Restraint
Systems to BS EN 1317-1, BS EN 1317-2, BS EN 1317-3 and DD ENV
1317-4: 2002
DRAINAGE AND SERVICE DUCTS
Drainage requirements
Service Duct Requirements
Surface Water Channels and Drainage Channel Blocks
Fin Drains and Narrow Filter Drains
Combined Drainage and Kerb Systems
Linear Drainage Channel Systems
Thermoplastics Structural Wall Pipes and Fittings
EARTHWORKS
Requirements for Acceptability & Testing etc. of Earthworks Materials
Requirements for Dealing with Class U1B and Class U2 Unacceptable
Materials
Requirements for Excavation, Deposition, Compaction (Other than
Dynamic Compaction)
Requirements for Class 3 Material
Geotextiles Used to Separate Earthworks Materials
Fill to Structures & Fill Above Structural Foundations
Sub-formation & Capping & Preparation & Surface Treatment of
Formation
Topsoiling
Earthwork Environmental Bunds, Landscape Areas, Strengthened
Embankments
Ground Anchorages, Crib Walling and Gabions
Swallow Holes & Other Naturally Occurring Cavities & Disused Mine
Workings
Instrumentation & Monitoring
Ground Improvement
Limiting Values for Pollution of Controlled Waters
Limiting Values for Harm to Human Health and the Environment
ROAD PAVEMENTS – GENERAL
Permitted Pavement Options
Excavation & Trimming & Reinstatement of Existing Surfaces
Surface Dressing-Performance Specifications (Sheets 1,2 & 3)
Bond Coats, Tack Coats and Other Bituminous Sprays (Sheets 1, 2 &
Binder Data Sheet)
In Situ Recycling: The Remix and Repave Processes
Breaking Up or Perforation of Existing Pavement
Slurry Surfacing Incorporating Microsurfacing (Sheets 1, 2 & 3)
Not used
Cold Milling (Planing) of Bituminous Bound Flexible Pavement
Worksheet Pro Forma for Results of Testing for Constituent
Materials in Recycled Aggregate & Recycled Concrete Aggregate
Overband and Inlaid Crack Sealing Systems
Arrester Beds
Saw-Cut Crack and Seal Bituminous Overlays on Existing Jointed
Volume 2 – Works Information 28 10 13
Page 17 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Complete
d By
Appx.
No.
Appendix Title
Not used
7/14
Not used
Not used
7/15
7/16
Not used
Not used
7/17
7/18
Not used
7/19
Not used
Not used
7/20
7/21
Not used
7/22
Concrete Pavements
Preparation of Jointed Concrete Pavements Prior to Overlaying and SawCutting and Seal of Bituminous Overlay
Saw-Cut and Seat Existing Jointed Concrete Pavements
Cracking and Seating of Existing Jointed Unreinforced Concrete
Pavements and CBM Bases
Cracking Plant and Equipment Progress Record
Site Specific Details and Requirements for Cold Recycled Bitumen Bound
Material
Site Specific Details and Requirements for recycled Cement Bound
Material
Site Specific Details and Requirements for Inducing Cracks
Surface Dressing – Recipe Specification (Sheets 1 & 2 and Binder Data
Sheet)
Repair to Potholes
11/1
11/2
KERBS, FOOTWAYS AND PAVED AREAS
Kerbs, Footways and Paved Areas
Access Steps
12/1
12/2
12/3
12/4
12/5
12/6
TRAFFIC SIGNS
Traffic Signs: General
Traffic Signs: Marker Posts
Traffic Signs: Road Marking and Studs
Traffic Signs: Cones, Cylinders, FTDs & Other Traffic Delineators
Traffic Signs: Traffic Signals
Traffic Signs: Special Sign Requirements on Gantries
Not Used
Not used
Not used
Not used
(C)(P)
(P)
Not used
Not used
13/3
13/4
13/5
13/6
13/7
13/8
Not used
13/9
ROAD LIGHTING COLUMNS AND BRACKETS
Information to be Provided When Specifying Lighting Columns & Brackets
(Specification for Highway Works) Typical Lighting Column & Bracket
Data Sheets 1 & 2
Instructions for Completion of Column & Bracket Data Sheets
Information to be Provided When Specifying CCTV Masts
(Specification for Highway Works) Typical CCTV Mast Data Sheet
Instructions for Completion of CCTV Mast Sheet
Information to be Provided When Specifying Cantilever Masts
(Specification for Highway Works) Typical Cantilever Masts Data Sheets 1
and 2
Instructions for Completion of Cantilever Masts Data Sheets
Not used
(C)
Not used
14/1
14/2
14/3
14/4
14/5
ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGNS
Site Records
Location of Lighting Units & Feeder Pillars
Temporary Lighting
Electrical Equipment for Road Lighting
Electrical Equipment for Traffic Signs
Not used
15/1
15/2
15/3
MOTORWAY COMMUNICATIONS
Motorway Communications
Cable Duct Requirements
Temporary Enforcement Controls
16/1
PILING AND EMBEDDED RETAINING WALLS
General Requirements for Piling and Embedded Retaining Walls
(C)(P)
(P)
13/1
13/2
Volume 2 – Works Information 28 10 13
Page 18 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Complete
d By
Appx.
No.
Not used
16/2
Not used
16/3
16/4
Appendix Title
16/5
16/6
16/7
16/8
16/9
16/10
16/11
16/12
16/13
16/14
16/15
16/16
16/17
16/18
Precast Reinforced and Prestressed Concrete Piles and Precast
Reinforced Concrete Segmental Piles
Bored Cast-in Place Piles
Bored Piles Constructed using Continuous Flight Augers and Concrete or
Grout Injection through Hollow Auger Systems
Driven Cast-in-Place Piles
Steel Bearing Piles
Reduction of Friction on Piles
Non-Destructive Methods for Testing Piles
Static Load Testing of Piles
Diaphragm Walls
Hard/Hard Secant Pile Walls
Hard/Soft Secant Pile Walls
Contiguous Bored Pile Walls
King Post Walls
Steel Sheet Piles
Integrity Testing of Wall Elements
Instrumentation for Piles and Embedded Walls
Support Fluid
(Co)
(Co)
(Co)
(Co)
(Co)
Not used
17/1
17/2
17/3
17/4
17/5
17/6
STRUCTURAL CONCRETE
Concrete – Classification of Mixes
Concrete – Impregnation Schedule
Concrete – Surface Finishes
Concrete – General
Buried Concrete
Grouting and Duct Systems for Post-tensioned Tendons
(Co)
18/1
STRUCTUAL STEELWORK
Requirements for Structural Steelwork
(C)(P)
19/1
Not used
(C)(P)
(C)(P)
19/2
19/3
19/4
Not Used
19/5
PROTECTION OF STEELWORK AGAINST CORROSION
(Specification for High way Works) Form HA/P1 (New Works) Paint
System Sheet Requirements for Other Work
Requirements for Other Works
(Specification for Highway Works) Form HA/P2 Paint Data Sheet
(Specification for Highway Works) Form HA/P3 Paint Sample Despatch
List, Sheets 1 & 2
General Requirements
(Co)
20/1
WATERPROOFING FOR STRUCTURES
Waterproofing for Concrete Structures
Not used
21/1
BRIDGE BEARINGS
Bridge Bearing Schedule
Not used
(Co)
23/1
23/2
BRIDGE EXPANSION JOINTS AND SEALING OF GAPS
Bridge Deck Expansion Joints Schedule
Sealing of Gaps Schedule (Other than in Bridge Deck Expansion Joints)
Not used
Not used
Not used
Not used
Not used
Not used
Not used
Not used
Not used
24/1
25/1
BRICKWORK, BLOCKWORK AND STONEWORK
Brickwork, Blockwork and Stonework
SPECIAL STRUCTURES
Requirements for Corrugated Steel Buried Structures
Volume 2 – Works Information 28 10 13
Page 19 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Complete
d By
Appx.
No.
Appendix Title
Not used
Not used
25/2
25/3
Not used
Not used
25/4
25/5
Requirements for Reinforced Soil and Anchored Earth Structures
Requirements for Pocket – Type and Grouted - Cavity Reinforced
Brickwork Retaining Wall Structures
Environmental Barriers
Requirements for Buried Rigid Pipes for Drainage Structures
(Co)
26/1
26/2
26/3
MISCELLANEOUS
Ancillary Concrete
Bedding Mortar
Cored Thermoplastic Node Markers
30/1
30/2
30/3
30/4
30/5
30/6
30/7
30/8
30/9
30/10
30/11
30/12
LANDSCAPE AND ECOLOGY
General, Sheets 1, 2 & 3
Weed Control
Control of Rabbits and Deer
Ground Preparation
Grass Seeding, Wildflower Seeding and Turfing
Planting, Sheets 1 & 2
Grass, Bulbs and Wildflower Maintenance
Watering
Establishment Maintenance for Planting
Maintenance of Established Trees and Shrubs
Management of Waterbodies
Special Ecological Measures
Not used
(C)(P)
(C)(P)
Not used
50/1
Not used
Not used
Not used
50/2
50/3
50/4
Not used
50/5
MAINTENANCE PAINTING OF STEELWORK
(Specification for Highway Works) Form HA/P1 (Maintenance) Paint
System Sheet
Requirements for Other Work
(Specification for Highway Works) Form HA/P2 Paint Data Sheet
(Specification for Highway Works) Form HA/P3 Paint Sample Dispatch
List: Sheets 1 and 2
General Requirements
List 'B' : Contract Specific Numbered Appendices devised for the Contract
Complete
d By
Appx.
No.
Appendix Title
(Co)
(Co)
(Co)
(Co)
1/70
1/71
1/72
1/73
PRELIMINARIES
Requirements for Structures to be Designed by the Contractor
Maintaining and Reinstating ITS and Data Services
Asbestos Management Plan Surveys
PCF Products
(Co)
(Co)
14/70
14/71
ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGNS
Detailed Electrical Inspections and Testing
Electrical Equipment Maintenance Functions
(Co)
(Co)
15/71
15/73
MOTORWAY COMMUNICATIONS
Upgrade To Motorway Surveillance CCTV System
Interrupter Cable
STRUCTURAL STEELWORK
Volume 2 – Works Information 28 10 13
Page 20 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Complete
d By
Appx.
No.
Appendix Title
(Co)
18/2
Drawing List
(Co)
(Co)
80/1
90/1
CONTRACT-SPECIFIC APPENDICES
Trenchless and Minimum Dig Techniques
CCTV Survey of Highway Drainage Systems
Volume 2 – Works Information 28 10 13
Page 21 of 181
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix 0/4 List of the Drawings referred to in the Specification and included in the Contract
Contract-specific Drawings
List of drawings are detailed below.
Drawing Title
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
Volume 2 – Works Information 28 10 13
Drawing Number
5118933/HW/100/001
5118933/HW/100/002
5118933/HW/100/003
5118933/HW/100/004
5118933/HW/100/005
5118933/HW/100/006
5118933/HW/100/007
5118933/HW/100/008
5118933/HW/100/009
5118933/HW/102/001
5118933/HW/102/002
5118933/HW/102/003
5118933/HW/102/004
5118933/HW/102/005
5118933/HW/102/006
5118933/HW/102/007
5118933/HW/102/008
5118933/HW/102/009
5118933/HW/102/010
5118933/HW/102/011
5118933/HW/102/012
5118933/HW/102/013
5118933/HW/102/014
5118933/HW/102/015
5118933/HW/102/016
Page 22 of 181
Rev No.
C
C
C
C
C
C
C
C
C
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
SHW
Series
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
Discipline
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Drawing Title
General Arrangement Detail Drawing
General Arrangement Detail Drawing
General Arrangement Detail Drawing
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Site Clearance
Manhole Detail at Altofts Canal Bridge Eastbound ch. 27630
Generic Slope Regrade Options
RC Retaining Wall Details
Generic Sheet Pile King Post Retaining Wall Solution
Generic Gabion Retaining Wall Details - Cutting
Generic Gabion Wall End Details - Cutting & Embankment
Standard Earthwork Details Sheet 1 of 2
Standard Earthwork Details Sheet 2 of 2
Hardshoulder Pavement / Trench Reinstatement and Edgings Details
Cut Out termination Details
Labelling and Earth Electrode Details Lighting Feeder Pillars
Termination and Label Details
Foundation Details
Communications Duct and Chamber Drawing
Communications Duct and Chamber Drawing
Communications Duct and Chamber Drawing
Communications Duct and Chamber Drawing
Communications Duct and Chamber Drawing
Volume 2 – Works Information 28 10 13
Drawing Title
5118933/HW/102/017
5118933/HW/102/018
5118933/HW/102/019
5118933/HW/200/001
5118933/HW/200/002
5118933/HW/200/003
5118933/HW/200/004
5118933/HW/200/005
5118933/HW/200/006
5118933/HW/200/007
5118933/HW/200/008
5118933/HW/200/009
5118933/HW/500/001
5118933/GT/600/001
5118933/GT/600/003
5118933/GT/600/004
5118933/GT/600/005/01
5118933/GT/600/005/02
5118933/GT/601/001
5118933/GT/601/002
5118933/HW/700/001
5118933/HW/1400/001
5118933/HW/1400/002
5118933/HW/1400/003
5118933/HW/1400/004
5118933/HW/1500/001
5118933/HW/1500/002
5118933/HW/1500/003
5118933/HW/1500/004
5118933/HW/1500/005
Page 23 of 181
Drawing
Title
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
Drawing
Title
100
100
100
200
200
200
200
200
200
200
200
200
500
600
600
600
600
600
600
600
700
1400
1400
1400
1400
1500
1500
1500
1500
1500
Drawing Title
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Highways
Geotech
Geotech
Geotech
Geotech
Geotech
Geotech
Geotech
Highways
Highways
Highways
Highways
Highways
ITS
ITS
ITS
ITS
ITS
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Drawing Title
Communications Duct and Chamber Drawing
Communications Duct and Chamber Drawing
Communications Design Drawing
Communications Design Drawing
Communications Design Drawing
Communications Design Drawing
Communications Design Drawing
Communications Design Drawing
Communications Design Drawing
Interrupter Duct Route
Interrupter Duct Route
Interrupter Duct Route
Chamber Drainage Options 1 & 2
Ducts at Verge Signs and Drainage Constraints
Chamber Requirements
Proposed EI Cabinet Site MP 122/6B+49
Proposed EI Cabinet Site MP 123/3A+61
Proposed EI Cabinet Site MP 126/9B+36
Set Back 609 EI Cabinet Fenceline Modification
Structures Strip Map
CCTV Mast MP 124/2B GA
Concrete Outlines and Reinforcement Details
Bar Schedule
Ducts Through Structures Duct Details
MS4 Gantry Piled Foundation - Concrete Outlines and Reinforcement
Details
Piling Details - 450mm Dia. Piles
Bar Schedule
Gantry Groundwork’s Piling Notes
Bar Schedule
MS4 Cantilever Gantry No. 1 - General Arrangement
Volume 2 – Works Information 28 10 13
5118933/HW/1500/006
5118933/HW/1500/007
5118933/HW/1501/001
5118933/HW/1501/002
5118933/HW/1501/003
5118933/HW/1501/004
5118933/HW/1501/005
5118933/HW/1501/006
5118933/HW/1501/007
5118933/HW/1503/001
5118933/HW/1503/002
5118933/HW/1503/003
5118933/TS/1505/001
5118933/TS/1505/002
5118933/TS/1505/003
5118933/TS/1506/001
5118933/TS/1506/002
5118933/TS/1506/003
5118933/TS/1506/004
5118933/ST/1700/001
5118933/ST/1701/001
5118933/ST/1701/002
5118933/ST/1701/002/BBS
5118933/ST/1702/001
5118933/ST/1703/001
B
B
A
A
A
A
A
A
A
A
A
A
B
B
C
A
B
B
A
A
B
B
A
B
B
SHW
Series
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1700
1700
1700
1700
1700
1700
5118933/ST/1703/002
5118933/ST/1703/002/BBS
5118933/ST/1703/003
5118933/ST/1703/001/BBS
5118933/ST/1801/001
B
B
B
B
D
1700
1700
1700
1700
1800
Drawing Number
Page 24 of 181
Rev No.
Discipline
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Drawing Title
MS4 Cantilever Gantry No. 2 - General Arrangement
MS4 Cantilever Gantry No. 3 - General Arrangement
MS4 Cantilever Gantry No. 4 - General Arrangement
MS4 Cantilever Gantry No. 5 - General Arrangement
MS4 Cantilever Gantry No. 8 - General Arrangement
MS4 Cantilever Gantry No. 9 - General Arrangement
MS4 Cantilever Gantry No. 10 - General Arrangement
MS4 Cantilever Gantry No. 11 - General Arrangement
MS4 Cantilever Gantry No. 12 - General Arrangement
MS4 Cantilever Gantry No. 13 - General Arrangement
MS4 Cantilever Gantry No. 14 - General Arrangement
MS4 Cantilever Gantry No. 16 - General Arrangement
F12-MS4-A1 Structural Details Sheet 1 of 2
F12-MS4-A1 Structural Details Sheet 2 of 2
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Planting Plans
Volume 2 – Works Information 28 10 13
Drawing Number
5118933/ST/1802/001
5118933/ST/1803/001
5118933/ST/1804/001
5118933/ST/1805/001
5118933/ST/1806/001
5118933/ST/1807/001
5118933/ST/1808/001
5118933/ST/1809/001
5118933/ST/1810/001
5118933/ST/1811/001
5118933/ST/1812/001
5118933/ST/1813/001
F12-MS4-A1-01
F12-MS4-A1-02
5118933/LS/3000/001
5118933/LS/3000/001A
5118933/LS/3000/002
5118933/LS/3000/003
5118933/LS/3000/004
5118933/LS/3000/005
5118933/LS/3000/006
5118933/LS/3000/007
5118933/LS/3000/008
5118933/LS/3000/009
Page 25 of 181
Rev No.
D
D
D
D
D
D
D
D
D
D
D
D
B
B
A
B
B
B
B
B
B
B
B
SHW
Series
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
3000
3000
3000
3000
3000
3000
3000
3000
3000
3000
Discipline
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Structures
Environment
Environment
Environment
Environment
Environment
Environment
Environment
Environment
Environment
Environment
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
APPENDIX 1/1
TEMPORARY ACCOMMODATION AND EQUIPMENT FOR THE
OVERSEEING ORGANISATION
Accommodation Required
1.
Office accommodation is to be provided at the Scott Lane Site Offices on the same
basis as the M62 J25 to J30 Managed Motorway Scheme. Desk provision to be
maintained for the Atkins, F&G, Halcrow/Hyder JV Supervisor and Highways Agency
Staff for the duration of the project.
2.
Secure stores and warehousing shall be provided for bulk purchase plant and materials.
This shall be called the Bulk Purchase Store (BPS). This shall be at a location
accessible within a reasonable time from the Site Offices and Depot. The most
important consideration being the security of the location.
3.
The Contractor shall provide refreshments (consumables) acceptable to the Overseeing
Organisation for all persons at all meetings with the Overseeing Organisation.
4.
The Contractor shall ensure that the accommodation is kept clean and shall provide for
a cleaner to visit and clean the premises.
5.
The Contractor shall supply pegs, stakes, nails, profile boards, boning rods, chalk,
marking paint and batteries for all equipment as and when required by the Overseeing
Organisation which shall be treated as consumables.
6.
The Contractor shall have available on site at all times sufficient equipment for use by
his own and the Overseeing Organisation’s staff to meet all requirements of the Health
and Safety at Work Act for situations which may arise during the construction of the
Works (e.g. safety belts and harnesses, breathing apparatus, safety and tinted goggles,
face masks, ear protectors, etc.).
7.
The minimum equipment is as detailed in Table 1/1/2
Description of Equipment
Quantity
Computers
500GB Network External Hard Drive
1 Item
Continuation of the on-site maintenance agreement is required to cover all of the
computer equipment and photocopier. Maintenance to have a maximum 1 working
day call out and repair time. Any item which cannot be fixed during this period must
have a replacement installed until such time as the original functions correctly.
1 Item
PPE*
Set of approved protective equipment to sizes specified by the Overseeing
Organisation, each set comprising of the following:Waterproof retro-reflective over-jacket high visibility yellow Class 3 complying with
BSEN471 2003 – including Company logo on the back
Lightweight high visibility yellow waistcoats, long sleeve, Class 3 complying with BS
EN 471 2003 – including Company logo on the back
Lightweight cotton high visibility trousers complying with Class 3 BS EN 471 2003
Lightweight boiler suit high visibility yellow Class 3 complying with BSEN471 2003 –
including Company logo on the back
Volume 2 – Works Information 28 10 13
Page 26 of 207
10 No.
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
Description of Equipment
Quantity
Safety helmets to BS5240 with polyester cradle, padded sweat band and chin strap
colour white including company logo. Helmets to be replaced before expiry dates
Thermal Jacket Tog 14
Waterproof jacket and trousers light duty
Pair of safety boots to BS1870 Part 1
Pair of safety Wellington boots to BS1870 Part 2
Ear defenders to BS5108. Able to be worn with Safety Helmets provided
Packet of ear protectors (formable, ear-plug type)
Pair of heavy duty gloves
Pair of sea boot socks
Safety Glasses
Industrial Standard Rubber Gloves
*These requirements should be read in conjunction with the Pre Construction
Information.
Table 1/1/2 – Minimum Equipment Requirements
Bulk Purchase Store
8.
The Contractor shall provide appropriate storage facilities for the storage of Bulk
Purchase materials supplied by the Overseeing Organisation. The Contractor shall
determine the size and type of storage required by reference to Appendix 15/1 and his
programme. Appendix 15/1 details the type of storage required for various types of bulk
purchase equipment and also details the time and rate for delivery of materials.
9.
The storage facilities appropriate to various types of materials shall be in place and
operational four weeks before the equipment is due to arrive.
10.
The entire area of the storage facility shall have hardstanding using either bound or
unbound materials, and be capable of handling an articulated truck with 12m long
trailer. The Contractor is required to provide unloading facilities for all Bulk Purchase
materials.
11.
Dry heated storage shall be capable of maintaining a temperature between 15ºC and
25ºC at all times.
12.
Security shall be as a minimum:
a. 24 hours per day, 7 days per week presence of security guards.
b. Secure fence around all boundaries of the BPS with controlled access/exit from
one point only. The access/exit gate shall be of robust construction able to
withstand impact from Light Goods Vehicles. It shall be locked with a damage
resistant security padlock within a secure housing on the gate/post.
c. Colour CCTV covering the entrance to the store and all corners and hidden
areas of the store. Particular attention shall be paid to the cable storage area.
CCTV to be capable of capturing images during the hours of darkness with no
light. Images are to be recorded on a hard drive in a secure location capable of
storing at least one week’s images. Backups of the hard drive to be kept in a
different location for one month.
Volume 2 – Works Information 28 10 13
Page 27 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
d. Lighting to illuminate all areas of the store. Infrared movement sensor activation
of lighting and alarms including sensors monitoring the store perimeter.
e. Back up power supply to power the CCTV and emergency lighting near the
access and boundary fence in case of power failure.
f.
Rigorous procedures, acceptable to the Overseeing Organisation, for the
checking in and out of stock and for access to the store, including the use of
photo ID.
g. Remote alarm warning of power or CCTV failure.
13.
The Bulk Purchase Store shall also have sufficient capacity to store any
communications equipment identified in Appendix 2/3 to be retained for reuse.
Volume 2 – Works Information 28 10 13
Page 28 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
APPENDIX 1/2
VEHICLES FOR THE OVERSEEING ORGANISATION
1.
The requirement below should be read in conjunction with the requirements set out in
the Pre Construction Information and the requirements set out in Traffic Signs Manual
Chapter 8, vehicles provided for the Overseeing Organisation must be approved by the
appointed site supervisor under the Contract.
2.
All vehicles to be provided with rear chevron markings comprising: Alternate strips of
fluorescent red retro-reflective (dual-purpose) microprismatic material (3M DG3
reflective sheeting or equivalent); Fluorescent yellow/green non retro-reflective vinyl
material; Of not less than 150mm width each (250mm on large vans); Inclined at 60° to
the horizontal; Pointing upwards in towards centre
3.
The chevron markings should cover as much of the rear-facing portion of the vehicle as
possible without obscuring windows, vehicle lighting or registration plates.
4.
Rear windscreens shall be framed with additional fluorescent yellow/green non retroreflective vinyl material of width not less than 50mm.
5.
In addition a “HIGHWAY MAINTENANCE” sign to diagram 7404 (Traffic Signs Regs
and General Directions 2002) is to be provided on the rear of the vehicle in a prominent
location to be agreed with the Supervisor (dependent upon vehicle);
“HIGHWAY MAINTENANCE” wording to be: 70mm CAPITAL letter height on cars and car derived vans;
140mm CAPITAL letter height on large vans and larger vehicles;
Transport (Heavy) Alphabet font in black non-reflective material at bottom of rear
doors (Ref: Traffic Signs Regulations and General Directions, 7404.).
The background to be yellow/green retro-reflective material.
6.
High conspicuity retro-reflective yellow/green microprismatic tape of not less than
150mm width to be applied along the full length of the vehicle, at a height to be agreed
with the Overseeing Organisation (dependent upon vehicle).
7.
The rear facing internal edges of open doors (side and rear), guardrails and equipment
lockers shall be marked in red retro-reflective microprismatic (or Class Ref 2 to
BS12899-1) material, 25mm wide, and across open roof edge and floor sills where
space permits.
8.
The vehicle is to be fitted with a roof-mounted amber warning light bar (comprising at
least two independent light sources visible through 360°). The light bar shall be of the
LED type. The amber warning light shall be connected to a remote switch within easy
reach of the driver. The switch, or an additional lamp, shall warn the driver that the
amber warning light is switched on.
Beacons must meet the requirements of: UNECE Regulation 65 on Special Warning lamps;
Volume 2 – Works Information 28 10 13
Page 29 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
Current Road Vehicle Lighting Regulations;
Volume 2 – Works Information 28 10 13
Page 30 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/2
9.
The overall scheme livery should meet the following: All panels should be hermetically edge sealed to prevent water and dirt ingress
(reference should however be made to the Manufacturer’s instructions as some
livery materials do not require edge sealing);
All stripes should be cut in the same orientation to maximise reflectivity and
colour;
All work should be Quality Assured to ISO 9002;
10.
Livery film should not be folded over the edges and cutouts of vehicle panels, but
instead should be cut short of them. It is recommended that a clear fuel-resistant film
be fitted over the fuel filler area; reference should be made to the manufacturer’s
instructions, as this may not be necessary.
Vehicle Number and Type
11.
The Contractor shall provide three no. Type ‘D’ Estate Cars for the M62 J30 to 32
Scheme from the start of contract until week 32. One car will then be provided through
the commissioning period until week 52. There will be no vehicle provision beyond this
date.
12.
Type “D” 4-Door Estate Car – The vehicle shall have a carrying capacity of at least
0.25 tonne, a minimum ground clearance (unladen) of 150 mm and independent
suspension
13.
The maximum mileage on delivery shall be 20,000 miles.
14.
Vehicles are to be capable of accelerating from 0mph to 60mph in less than 12.0
seconds on the level unladen. Each vehicle shall be finished in white or yellow colour
and shall be free from markings identifying any company associated with the Contract.
The equipment shall include: Reversing lamp, fire extinguisher, luggage rack complete
with straps suitable for carrying survey equipment. Each vehicle shall have a minimum
of two airbags (for the driver and front passenger) and ABS.
15.
Turbo diesel vehicles are required. The contractor is to secure a supply of biodiesel
(B50 minimum) for use by the vehicles.
16.
The Contractor shall immediately provide install and remove (as required) the
capability of telephone hands-free operation that is compatible with all telephone
instruments supplied, in each vehicle.
17.
The Contractor shall clean the vehicle inside once and outside at least twice per week.
18.
Suitable replacement vehicles to the same specification shall be provided immediately
for all vehicles that are unreliable or liable for any other reason to be out of service for
more than 4 hours
.
Volume 2 – Works Information 28 10 13
Page 31 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/3
APPENDIX 1/3
COMMUNICATION SYSTEM FOR THE OVERSEEING
ORGANISATION
1.
Telephone lines and individual desk phones shall continue to be provided at the site
offices as per the existing M62 J25 to J30 Managed Motorway Scheme.
Volume 2 – Works Information 28 10 13
Page 32 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/4
APPENDIX 1/4
WORKING AND FABRICATION DRAWINGS
.
Series
Description of Work
300
Hand railing to cabinet hardstanding
400
Ground Beams for later installation of
permanent road restraint system
Directional and Information Traffic Sign
Faces and Plates
Lighting columns, CCTV masts and
CCTV brackets.
MS4 Gantry Metalwork
1200
1300
1800
Minimum period for submission of
drawings
A minimum of 4 weeks prior to the start
of fabrication
A minimum of 4 weeks prior to the start
of fabrication
A minimum of 4 weeks prior to the start
of fabrication
A minimum of 4 weeks prior to the start
of fabrication
A minimum of 4 weeks prior to the start
of fabrication
1. Two copies of detailed working and fabrication drawings, prepared by or prepared on
behalf of the Contractor, shall be submitted for the Overseeing Organisations comment by
the time period given above.
2. At least 1 week prior to the installation of the works the Overseeing Organisation shall
either give their comments to the submitted drawings or give their reasons for not accepting
the submitted drawings.
Volume 2 – Works Information 28 10 13
Page 33 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
APPENDIX 1/5
TESTING TO BE CARRIED OUT BY THE CONTRACTOR
TESTING
General
Unless otherwise stated in Table 1/5/1 all sampling and testing in this Appendix shall be
undertaken by the Contractor.
Tests comparable to those specified in this Appendix will be necessary for any equivalent
work, goods or materials proposed by the Contractor (see Sub-clause 105.4).
(N) indicates that a UKAS or equivalent accredited laboratory sampling and test report or
certificate is required.
Unless otherwise shown in this Appendix tests for work, goods or materials as scheduled
under any one Clause are required for all such work, goods or materials in the Works.
Cube strength tests are not required for concrete complying with Clause 2602.
The Contractor shall carry out sampling and testing to the frequency as stated within
Table 1/5/1 and the Contractor’s rates for the work shall include for this Testing. All tests
must be carried out by a UKAS approved laboratory.
The Contractor shall allow the Overseeing Organisation every reasonable opportunity
and facility to inspect and monitor the sampling and testing processes. The Contractor
shall notify the Overseeing Organisation of who, where and when samples and testing
are being carried out and be able to demonstrate that the UKAS accreditation required is
being complied with.
If additional sampling and testing is required in excess of that stated in this Appendix or
elsewhere in the Specification due to non-compliance with the Specification, then the
cost of the additional sampling and testing shall be borne by the Contractor.
Unless otherwise shown in this Appendix test certificates for work, goods or materials as
scheduled under any one Clause are required for all such work, goods or materials in the
Works.
On a weekly basis the Contractor shall submit to the Project Manager a programme of
his anticipated testing regime for the following week’s work. The programme shall be
submitted to the Project Manager by 1200 hrs on the Friday preceding the week of
testing.
The Contractor shall ensure the timely undertaking of all testing and submission of all
results to the Supervisor. The Contractor shall submit to the Supervisor on a daily basis
a list of all samples/tests taken that day.
Should the Contractor fail to carry out any testing to the required frequency, or to supply
the results thereof in a correct and timely manner, the Supervisor may carry out such
tests as he considers necessary in order to determine the acceptability of the
work/material employed and shall recover the costs thereof from the Contractor.
Density testing on asphalt material samples shall be carried out using indirect Density
Gauge as per SHW cl 929.8.
Volume 2 – Works Information 28 10 13
Page 34 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
The Contractor shall note that this Appendix should be read in conjunction with the
Technology Commissioning Plan for works to be undertaken in relation to the testing
and commissioning of the Motorway Technology equipment required as part of this
contract.
Volume 2 – Works Information 28 10 13
Page 35 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Full sapwood
penetration
As required in
sub-Clause
311.2(v)
Required for
each batch
Quality
management
scheme applies
Welding
procedures
(Manufacturer’s
tests)
(Every seven
years)
Required
Quality
management
scheme applies
Welder
qualification
(Manufacturer’s
tests)
As required in
sub-Clause
402.6(iii)
Production testing
(Manufacturer’s
tests)
As required in
sub-Clause
402.6(iv)
To provide well
attested and
documented
evidence
Series 300
308 &
311
Preservation of Timber
Series 400
402
Welding
Welded joints
Destructive
testing
403
Anchorages and attachment
systems for use in drilled
holes
Ultimate tensile
load
(Manufacturer’s
tests)
Required
404
Anchorages in drilled holes
On-site tensile
load test
Required
Post foundations
406
Vehicle parapets
407
Anchorages and attachment
systems for use in drilled
holes
409
Vehicle parapets posts
Required
Quality
management
scheme applies
Ultimate tensile
load
(Manufacturer’s
tests)
Required
To provide well
attested and
documented
evidence
Production testing
as specified in BS
6779-1 1998
(Amd No 14290,
21 March 2003)
Required
Certification in
accordance with
Clause 409 is
required
(Manufacturer’s
test)
410
Anchorages in drilled holes
Volume 2 – Works Information 28 10 13
On-site tensile
load test
As required in
Appendix 4/1
Page 36 of 207
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Volume 2 – Works Information 28 10 13
Page 37 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series
500
501
Production
certification
scheme applies
Pipes for drainage and service
ducts
Vitrified clay
ConcretePC/SRC
ConcretePrestressed
Not
Exceeding
900 mm
dia
[See Note 2]
Iron-cast
Iron-ductile
[See Note 2]
PVC-U
GRP
Plastics. See table 5/1
Corrugated steel
Corrugated
steel
bitumen
protection
(Manufacturer’s
tests)
Required
(AASHTO)
Not
exceeding
900 mm
dia
Other materials
503
505
Pipe bedding
Filter medium backfill
Volume 2 – Works Information 28 10 13
Required
Grading and
fines content
1 per 200 tonnes
delivered per
source
Water-soluble
sulfate (WS)
content (N)
5 per source*
Oxidisable
sulfildes (OS)
content and total
potential sulfate
(TPS) content
(N)
5 per source
Resistance to
fragmentation (N)
1 per source*
Plastic index (N)
1 per source*
Page 38 of 207
Required
Required
BBA certification
(or equivalent)
applies
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Volume 2 – Works Information 28 10 13
Resistance to
fragmentation
(N)
I per source*
Water-soluble
sulfate (WS)
content (N)
5 per source
Oxidisable
sulfides (OS)
content and total
potential sulfate
(TPS) content
(N)
5 per source
Grading and
fines content
per 200 tonnes
delivered to site
per source
Permeability (N)
1 per source*
Page 39 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series 500 (continued)
506
Sealing existing drains
Concrete
Grout
507
Chambers
Precast concrete
Corrugated galvanised
steel
Product certification
scheme applies
(Manufacturer’s
test)
Required
Product certification
scheme applies
Manhole steps
Steel fitments
508
Covers, grates and
frames
Product certification
scheme applies
Cover bolts
Quality
management
scheme applies
Gullies and pipe junction
Product certification
scheme applies
Precast concrete
Clay
Cast iron
509
Watertightness of joints
Air test
All pipelines with
watertight joints
Required
512
Backfill to pipe bays
Grading
1 per 200 tonnes
(min of 3)
Required
Water-soluble
sulfate (WS)
content (N)
5 per source*
Oxidisable
sulfides (OS)
content and total
potential sulfate
(TPS) content
(N)
5 per source*
Plastic index (N)
1 per source*
Required
Water-soluble
sulfate (WS)
content (N)
5 per source
Required
513
Permeable backing to earth
retaining structures
Volume 2 – Works Information 28 10 13
Page 40 of 207
Minimum to allow
for natural
variability of sulfur
compounds
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Precast hollow concrete
blocks
Volume 2 – Works Information 28 10 13
Oxidisable
sulfides (OS)
content and total
potential sulfate
(TPS) content
(N)
5 per source
Resistance to
fragmentation (N)
1 per source*
Grading
1 per 200 tonnes
(min of 3)
Permeability (N)
1 per source*
(Manufacturer’s
tests)
Page 41 of 207
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series 500 (continued)
514
Fin Drains
(Manufacturer’s
tests)
516
Combined drainage and kerb
systems
Load test
518
Thermoplastics structured wall
pipes and fittings
(Manufacturer’s
tests)
Required
A minimum of 1
test and not less
than 1 per test per
1000m for each
type and source
Required
Required
BBA certification
(or equivalent)
applies
Certification that
the systems
BBA Certification
(or equivalent)
applies
Series 600
601,
631 to
637,
640
Acceptable material
Required
Class
General Description
1
General granular fill
1A1 only
1C only
Volume 2 – Works Information 28 10 13
Grading/uniformity
coefficient
One per 500T, min
twice per week
mc/MCV (N)
Daily, 2 per
3
1000m up to max
of 5 per day
Effective angle of
internal friction
(Ø’) and effective
cohesion (c’) (N)
Once a week
Resistance to
fragmentation (N)
Weekly
Page 42 of 207
Daily/Weekly
refers to during
placement
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Series 600 (continued)
Class
General Description
2
General cohesive fill
Required
Grading
One per
3
1000m , min
twice a week
mc/MCV/PL
Undrained shear
strength (N)
2 per 1000m
up to max of 5
per day*
Bulk density (pfa)
(N)
2 per 1000m
up to max of 5
per day*
3
3
5
Topsoil
Grading
Daily*
6
Selected granular fill
Grading/uniformity
coefficient
One per 400T*
PI/LL (N)
Daily
Resistance to
fragmentation (N)
Weekly for onsite material
SMC (N)
Weekly*
omc/mc, mc or
MCV (N)
1 per 1200
tonnes
Organic
matter/water
soluble sulfate
(WS) (N)
5 per source*
Oxidisable
sulfides (OS) and
total potential
sulfate (TPS)
content (N)
5 per source
pH/chloride ion
content (N)
5 per source*
Volume 2 – Works Information 28 10 13
Page 43 of 207
Comments
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
6F4
and
6F5
Volume 2 – Works Information 28 10 13
Resistivity (N)
When specified
by the
Overseeing
Organisation
Effective angle of
internal friction
and effective
cohesion (N)
Source
approval and 1
per month
thereafter with a
minimum of 2
per source
Size designation
and overall
grading category
One per 500T,
min of one per
week
Page 44 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
6F4
and
6F5
Maximum fines and
oversize categories
1 per week*
Volume stability of
blast furnace slag
6 monthly
Volume stability of
steel (BOF and EAF)
slag
6 monthly
Other aggregate
requirements
Annex C of BS
EN 13242
Laboratory dry
density and optimum
water content
Source
approval
Water content
1 per week
Grading/mc/MCV/bulk
density (N)
1 per 400
tonnes*
SMC of chalk (N)
Twice a week*
PI/LL (N)
Daily*
Organic matter/water
soluble (WS) sulfate
content (N)
Twice a week*
or daily where
sulfates are
expected
Oxidisable sulfides
(OS) and total
potential sulfate
(TPS) content (N)
Twice a week*
or daily where
sulfides are
expected
pH/chloride ion
content (N)
Weekly*
Resistivity (N)
Weekly*
Undrained and
drained shear
parameters (N)
Weekly*
Permeability (N)
Weekly*
mc/MCV (N)
Daily
7
Selected cohesive fill
8
Miscellaneous fill
9
Stabilised materials
Volume 2 – Works Information 28 10 13
Pulverisation
mc/MCV (N)
Bearing ratio (N)
1 per lane
width per 200
m length*
Page 45 of 207
Test
Certificate
Required
Comments
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clau
se
Pulverised fuel ash
Chemical analysis
1 per
consignment*
Furnace bottom ash
Grading
1 per 300
tonnes*
Fill adjacent to cementitious
material or metallic items
Water-soluble sulfate
(WS) content,
oxidisable sulfides
(OS) content and total
potential sulfate
(TPS) content (N) test
in accordance with
TRL447
1 per 400
tonnes or per
location if less
than 400
tonnes
Work, Goods or Material
Test
Frequency of
Testing
Fill and Quarry Fill, where known
or suspected contamination is
present or where there is visual
and/or/olfactory evidence of
potential contamination. (See
Appendix 6/2 for potential
contaminant sources)
Contamination
Tests in
1 per 250m
where known or
visually
contaminated
with minimum of
three samples
per material
type/source area
Site won Made Ground
(considered to be any materials
that include domestic/commercial
refuse, ash, clinker, brick,
asphalt, concrete, fragments of
glass, ceramic, plastic, fabric, &
metal, etc).
Contamination
Tests in
Imported earthworks fill materials
(natural materials from quarries)
Obtain suppliers
provenance test
results
Imported recycled aggregates
(other than those produced under
the WRAP Quality Protocol for
the Production of Aggregates
from Inert Waste” (Sept 2005))
Contamination
Tests in
Volume 2 – Works Information 28 10 13
Appendix 6/14
Appendix 6/14
Appendix 6/14
Required
Test
Certificate
Comments
3
See Appendix 6/2
1 per 250m
where known or
visually
contaminated
with minimum of
three samples
per material
type/source area
3
See Appendix 6/2
1 sample per
1,000Tfor the
initial 5,000T per
source of
material.
Thereafter1
sample per
5,000T.
See Appendix 6/2
Page 46 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
602
609
Earthworks material beneath
surface of a road or paved central
reserve
622
638
639
Source approval
& 1 every
month*
(ii) On site source
1 every month*
Geotextiles
Tensile
Permeability
Pore size
per batch unless
accompanied by
manufacturers
certificates
Compaction of fills
Field dry density
(N)
[As required]
End product compaction
Optimum mc
(2.5kg
rammer/vibratin
g hammer
method) (N)
Each class or
sub class of
material*
Field dry density
(N)
1 per 400
tonnes*
Redox potential
5 locations
within affected
area
Grading
1 per 400
tonnes
Earthworks for reinforced soil and
anchored earth structures
Chemical
analysis
Reinforcing elements
Anchor elements
Ceoff. of friction
Adhesion
Required
Grading
1 per 200m
3
1 per 500m
3
Fill
Volume 2 – Works Information 28 10 13
Required
Each type of
element with
each type of fill*
Gabions
Geomesh
Required
Required
Method compaction
Drainage layers
626
Required
(i) Off site source
621
612
Frost heave (N)
Los Angeles
Coefficient (N)
Refer to
Appendix 6/10
Source approval
Page 47 of 207
Ad-hoc method for
grading to be agreed
with Overseeing
Organisation
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
PVC coated wire
Volume 2 – Works Information 28 10 13
Refer to
Appendix 6/10
Source approval
Page 48 of 207
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Series 700
710
Constituent materials in recycled
aggregate
Quality control
Checks are to
be carried out
by the
Contractor in
accordance with
the procedure
set down in
‘Quality Control
– Production of
Recycled
Aggregates’ and
with those in this
Clause
Required
The quality control
procedure should be
in accordance with
the ‘Quality Control –
Production of
Recycled
Aggregates’
published by Waste
and Resources
Action Programme is
available from WRAP
website,
http://www.wrap.org.
uk
The results of all
quality control
checks shall be
delivered promptly to
the Overseeing
Organisation on
request
711
Overbanding and inlaid crack
sealing systems
Required
Imported earthworks fill materials
(natural materials from quarries)
Obtain suppliers
provenance test
results
n/a
Required
Imported recycled aggregates
(from WRAP)
Contamination
Tests in
Appendix 6/14
1 sample per
1,000 tonnes for
the initial 5,000
tonnes per
source of
material.
Thereafter, 1
sample per
5,000 tonnes.
Required
Volume 2 – Works Information 28 10 13
Page 49 of 207
BBA certification (or
equivalent) applies
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Water soluble
sulfate (WS)
content (N)
1 per 400
tonnes or per
location if less
than 400
tonnes*
Required
Oxidisable
sulfides (OS)
content and total
potential sulfate
(TPS) content
(N)
1 per 400
tonnes or per
location if less
than 400
tonnes*
Frost heave (N)
1 per source*
Grading and
fines content
1 per week*
Series 800
801,
803,
804,
805,
806
General requirements for
unbound mixtures for adjacent
to cement bound materials,
concrete pavements, structures
or products
Unbound mixtures beneath
surface of a road or paved
central reserve
Plastic Index (N)
Resistance to
fragmentation
(N)
6 monthly*
Resistance to
wear- microDeval test
Resistance to
freezing and
thawing
(magnesium
sulfate
soundness) (N)
1 per source*
Water
absorption (N)
Volume 2 – Works Information 28 10 13
Volume stability
of blast furnace
slags
6 monthly
Volume stability
of steel (BOF
and EAF) slags
6 monthly
CBR (N)
1 per source
and then
monthly*
OMC/mc (N)
[As required]
Page 50 of 207
Comments
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Volume 2 – Works Information 28 10 13
Density (N)
[As required]
Water
absorption (N)
[As required]
Page 51 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series 900
901,
925,
937,
938,
943
Aggregates for bituminous
materials
Required
Resistance to
fragmentation (hardness)
Resistance to
fragmentation
(N)
Monthly*
Resistance to freezing
and thawing (durability)
Soundness (N)
1 per source*
Water
absorption (N)
[As required]
Cleanness
Sieve test (mass
passing
0.063mm sieve)
(N)
Monthly*
Shape
Flakiness index
(N)
Monthly*
Blastfurnace slag
Bulk density (N)
1 per 500
tonnes*
Soundness (N)
Once every 4
months
Dicalcium
silicate
disintegration
(N)
1 per 500
tonnes*
National quality
management sector
schemes apply
Washing and sieving
method can be used
Iron
disintegration
(N)
Steel slag
Coarse aggregate for
surface courses
Binders for bituminous materials
Volume 2 – Works Information 28 10 13
Bulk density
1 per 500
tonnes*
Volume stability
1 per 500
tonnes*
Resistance to
polishing (PSV)
(N)
1 per source*
Resistance to
surface abrasion
(AAV) (N)
1 per source*
Penetration (N)
1 per 750
tonnes*
Page 52 of 207
Required
National quality
management
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
903 to
907,
909 to
912,
914,
916,
925,
926,
929,
930,
937,
938,
942,
943
Bituminous mixtures
Volume 2 – Works Information 28 10 13
Softening point
(N)
1 per 750
tonnes*
[Other BS EN
tests]
[As required]
Grading (N)
For Audit test
purpose only
Binder Content
(N)
Page 53 of 207
materials sector
schemes apply.
Modified binders
should have a BBA
HAPAS Roads and
Bridges Certificate.
In the event that no
such Certificates
have been issued,
then in the interim,
only modified
binders undergoing
BBA assessment
should be
considered for
approval by the
Overseeing
Organisation.
National quality
management sector
schemes apply
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
In situ air void
content (N)
[As required]
Required
BS EN 13036-1
Required
Quality control
checks
As required in
sub-Clause
924.5
Required
System
coverage
As required in
sub-Clause
924.6
Resistance to
polishing (PSV)
(N)
1 per source*
and as required
for coated
chippings in
sub-Clause
915.3
Comments
Series 900 (continued)
929
Base and Binder Course
Macadams
Refusal air void
content (N)
(PRD test)
Binder volume
(N)
Grading (N)
Binder content
(N)
921
Surface macrotexture
BS EN 13036-1
Volumetric
Patch
Technique (N)
924
High Friction surfaces
Aggregate
937
Stone mastic asphalt (SMA)
binder course and regulating
course
942
National quality
management sector
schemes apply
In accordance
with DD
232:2005
Thin surface course systems
National quality
management sector
schemes apply. BBA
certification (or
equivalent) applies.
Binder drainage
test
Volume 2 – Works Information 28 10 13
Required
Required
Binder drainage
test
BBA HAPAS Roads
and Bridges
certification (or
equivalent) applies
In accordance
with DD
232:2005
Page 54 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
943
Rolled asphalt surface course
(performance-related design
mix)
Required
Grading (N)
Binder content
(N)
Density (N)
Wheel-tracking
rate (N)
Wheel-tracking
rut depth (N)
Air voids content
Volume 2 – Works Information 28 10 13
Page 55 of 207
National quality
management sector
schemes apply.
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Product
identification
1 per product
per source
Required
Tests are expected
to be repeated every
two years
Vialit cohesion
1 per product
per source
Required
Tests are expected
to be repeated every
two years
Accuracy of
spread
1 for each
binder and
sprayer per
month
Required
Not more than 6
weeks prior to start
of work and one per
month
Rate of spread
1 per week
Penetration at
0
0
25 C and 5 C
(N)
Every
manufactured
batch
Series 900 (continued)
920
Bond coats, tack coats and
other bituminous sprays
Binder
949
Depressions
953
Durability of Bituminous
Materials
Volume 2 – Works Information 28 10 13
Manufacturer’s QA
test results may be
submitted
BBA HAPAS Roads
and Bridges
certification (or
equivalent) applies
SATS Test
As Required
Page 56 of 207
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series 1000
1001
Cement
Required
1030
1044
Portland cement CEM I
Quality management
and product
certification schemes
apply
Tests and test
certificates are
required
Portland blastfurnace
cement
Blastfurnace cement
CEM III/A
Portland pfa cement
CEM II/B-V
Pozzolanic cement CEM
IV/A
Required
(BS 6610)
Portland cement with
microsilica
Required
Pulverised-fuel ash
Tests and test
certificates are
required. Product
certification schemes
apply to pfa and slag
Ground granulated blast furnace
slag
Admixtures
Mixing water
Sulfate content
(N)
Monthly
Aggregates
Resistance to
freezing and
thawing –
magnesium
sulfate
soundness (N)
1 per source*
Water
absorption (N)
Volume 2 – Works Information 28 10 13
BBA Roads and
Bridges Certificate
required for
microsilica
Flakiness index
(N)
Monthly*
Shell content (N)
1 per source*
Page 57 of 207
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Volume 2 – Works Information 28 10 13
Resistance to
fragmentation
(N)
6 monthly
Resistance to
polishing (PSV)
(N)
1 per source*
Resistance to
abrasion (AAV)
(N)
1 per source*
Grading and
fines content (N)
1 per week per
source*
Chloride content
(N)
Weekly or as
otherwise
agreed (1 per
source for CBM
aggregate)
Total sulfur (TS)
and acid-soluble
sulfate (AS)
content (N)
Every 6 months
Page 58 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Flint coarse aggregate
containing white flints
Water
absorption (N)
3 per source
thereafter
weekly
Sand (ie fine aggregate)
Acid-soluble
material (N)
Monthly*
Blastfurnace slag
Bulk density (N)
Every 6 months
Dicalcium
silicate
disintegration
(N)
Every 6 months
Iron
disintegration
(N)
Every 6 months
Total sulfur (TS)
and acid-soluble
sulfate (AS)
content (N)
Every 6 months
Test
Certificate
Comments
Series 1000 (continued)
Pulverised-fuel ash
1002
Pavement concrete
1003
1004
Required
(BS 3892-2)
Air content test
(N)
As required in
Table 10/10
Density (N)
As required in
Table 10/10
Strength (N)
As required in
Table 10/10
Degree of
Compactability
(Compaction
Index) (N)
As required in
Table 10/10
1044
1005
Consistence (Workability)
Required
Required
Product certification
scheme applies
Required
Vebe (N)
Slump (N)
1011
Dowel bars
1012
Tie bars
Required
(BS 4449)
Dowel bars and
supporting cradles
Load test
1 per
arrangement*
Sheathed dowel bars
Bond stress
4 bars
Volume 2 – Works Information 28 10 13
Page 59 of 207
Product certification
scheme applies
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Cranked tie bars
(coated)
1015
Joint filler board
Cork filler board
Volume 2 – Works Information 28 10 13
Bend test
4 bars*
Salt fog cabinet
4 bars*
Weathering test
3 per source
Compression
and recovery
4 per source
Extrusions
1 per source
Immersion in
water
2 per source
Immersion in
acid
2 per source
Page 60 of 207
Required
Normally undertaken
by manufacturer
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test
Certificate
Initial
Penetration
1 per 1000m or
1 per day
Resilience
1 per 1000m or
1 per day
Required
(BS EN
14188-1,
BS 2499-2,
BS 5212-1,
BS 5212-2)
(BS EN
13880-2,
BS EN
13880-3,
and BS
4254)
Series 1000 (continued)
1016
Applied sealants
1017
Compression seals
Required
(ASTM
D2628) (BS
2752) (BS
4443-4,
Method 10
and BS EN
ISO 2440)
(BS EN ISO
1856) (BS
903: Part
A16 or BS
ISO 1817)
Compression
set
1 per type of
seal*
Immersion in oil
1 per type of
seal*
Self expanding cork seal
Test specified in
Clause 1017
1 per type of
seal*
Required
Surface macrotexture
BS EN 13036-1
Volumetric
Patch
Technique (N)
1 per day (set
of 10)*
Required
1027
Aluminised curing compound
Efficiency index
1 per source*
Required
1030
Wet lean concrete
Density
As required in
Table 10/9
Required
Cube strength
(N)
2 cubes per
12m3
Required
Bending
strength
Minimum of 8
per 1000 units
of each product
(BS EN 1340
unless
accompanied
Required
1026
1044
Cube strength
(N)
1043
Foamed Concrete
Series 1100
#1101
Precast concrete kerbs, channels,
edgings and quadrants
Volume 2 – Works Information 28 10 13
Page 61 of 207
Comments
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
with
manufacturers
certification
1102
In situ asphalt kerbs
Grading
1 test per 500
metres laid*
Required
Minimum of 8
per 1000m2 of
each product
(BS EN 1339)
Required
Binder content
1104
Precast concrete flags
Bedding
Bending
strength
Granular material
Mortar
Series 1200
1202
Permanent traffic signs
1207
Anchorage in drilled holes to
supports of traffic signs
Volume 2 – Works Information 28 10 13
Required
Loading test on
site
Page 62 of 207
Quality
management
scheme applies.
Certification that the
traffic sign is
capable of passing
the tests in BS 873:
Part 1 is required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Comments
Series 1200 (continued)
1210
Holding down bolts and
anchorages to bases of
permanent bollards
1212
Road markings
Required
Tests specified
in BS EN 1824
1217
Required
Traffic signals
Certification that
the holding down
bolts and
anchorages are
capable of
complying with the
performance
requirements of
BS 873: Part 3 is
required
National quality
management
sector scheme
applies.
Procedures are
given in BS EN
1824
Quality
management
scheme applies.
Statutory type
approval of
equipment
applies.
Cables
Controllers
(Other equipment)
Cabling
1218
Test specified in
Appendix 12/5
Each controller
before delivery
to Site and again
after installation
Tests a, b, c, e,
f, g, h, j as
defined in subClause 1424.2
Each traffic
signals
installation
Required
Certification that
installation
complies with BS
7671 (the IEE
Wiring
Regulations) is
required
Required
Certification that
completed cables
comply with
specification TR
2029 is required
Detector Loops
Cable
In accordance
with
Specification
MCH 1540
Volume 2 – Works Information 28 10 13
Page 63 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Epoxy resin
Feeder cable
Joints
Pull test (4 kgf)
Each crim
Installation
Series
resistance
Each loop
Insulation
resistance
Inductance
Volume 2 – Works Information 28 10 13
Page 64 of 207
Required (where
considered
appropriate)
Certification that
the epoxy resin
complies with
specification MCH
1540 is required
Required
Certification that
completed cables
comply with
specification TR
2031 is required.
Required
Certification in
accordance with
specification MCH
1540 is required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Comments
Series 1300
1306
Anchorages
All fixings
(Required
1310
Welding
Welding
procedures
(Manufacturer’s
tests)
(Every seven
years)
Welder
qualification
(Manufacturer’s
tests)
(Sub-Clauses
1310.1 and
1310.2 (7.1.3))
Production
testing
(Manufacturer’s
tests)
(Sub-Clauses
1310.1 and
1310.2 (7.1.4))
Destructive
testing
(See sub-Clause
1310.1 and
1310.2 (7.1.5))
Welded joints
Scheme quality
management
applies
See Appendix 1/6
Series 1400
1421
Cable
1424
Lighting Units
Product
certification
scheme applies.
Tests specified
in Clause 1424
Each unit
Required
Product
certification
scheme applies.
Certification that
the installation
complies with BS
7671 (the IEE
Wiring
Regulations) is
required.
Networks
Tests specified
in Clause 1424
Each Network
Required
Certification that
the installation
complies with BS
7671 (the IEE
Wiring
Regulations) is
required
Pre-Installation
Testing local
commissioning
and system
commissioning
as specified in
the Scheme’s
As specified in the
Technology
Commissioning
Plan
As specified in
the “Technology
Commissioning
Plan”
Results shall be
recorded and
reported in
accordance with
the requirements
of the
“Technology
Series 1500
Pre-Installation Testing
1502
Volume 2 – Works Information 28 10 13
Page 65 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
MIDAS Outstation
“Technology
Commissioning
Plan”
Tests specified
in MCH 1540,
MCG 1089,
MCH 1755
Commissioning
Plan”
Each Unit
Required
MIDAS Transponder
Tests specified
in MCH 1761
Each Unit
Required
1506
Copper communications
cable
Manufacturer’s
tests to
demonstrate
compliance with
TRH 2583
Each drum of
cable
Required
1506
Optical fibre
communications cable
Manufacturer’s
tests to
demonstrate
compliance with
TR 2151
Each drum of
cable
Required
Volume 2 – Works Information 28 10 13
Page 66 of 207
Results shall be
reported in
accordance with
MCH 1755 and
MCH 1540
Results shall be
reported in
accordance with
MCH 1761
Quality Inspection
Certificates for
each drum of
cable to be
handed over to
the Overseeing
Organisation
Quality Inspection
Certificates for
each drum of
cable to be
handed over to
the Overseeing
Organisation
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Series 1500 (Continued)
1506
Feeder cable for Inductive
Loop detectors
Test
Frequency of
Testing
Test Certificate
Comments
Quality Inspection
Certificates for
each drum of
cable to be
handed over to
the Overseeing
Organisation
Quality Inspection
Certificates for
each drum of
cable to be
handed over to
the Overseeing
Organisation
Quality Inspection
Certificates for
each drum of
cable to be
handed over to
the Overseeing
Organisation
Quality Inspection
Certificates and
BS 7671
Electrical Test for
each cabinet
Quality Inspection
Certificates and
BS 7671
Electrical Test for
each cabinet
Manufacturer’s
tests to
demonstrate
compliance with
TRH 2583
Each drum of
cable
Required
1506
Inductive Loop detector
cable
Manufacturer’s
tests to
demonstrate
compliance with
TRH 2583
Each drum of
cable
Required
1506
Power cable
Manufacturer’s
tests to
demonstrate
compliance with
TRH 2583
Each drum of
cable
Required
600 Cabinet
Manufacturer’s
tests to
demonstrate
compliance with
BS 7671
Manufacturer’s
tests to
demonstrate
compliance with
BS 7671 for
single phase EI
cabinets
Tests as
specified in
BS7671 &
BS7430 and
tests as
specified in
Appendix 15/1
section 1517
Tests specified
in specification
MCG 1022, as
appropriate and
tests as
specified in
Appendix 15/1
section 1518
Tests specified
in specification
MCG 1022 and
in accordance
with BS7671
Each cabinet
Required
Each cabinet
Required
Each instance
Required
Results shall be
in accordance
with BS7671 &
BS7430
Each cable (Stage
1) As required in
Appendix 15/1
(Stage 2)
Required
Certification shall
be provided to
show that each
completed cable
complies with
specification
MCG 1022
Each cable (Stage
1) As required in
Appendix 15/1
(Stage 2)
Required
Certification shall
be provided to
show that each
completed cable
complies with
specification
MCG 1022
EI Cabinets
1517
Earthing and Bonding
Non armoured copper
communications
1518
Non armoured power cable
Volume 2 – Works Information 28 10 13
Page 67 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Armoured power cable
Tests specified
in specification
MCG 1022 and
in accordance
with BS7671
Each cable (Stage
1) As required in
Appendix 15/1
(Stage 2)
Required
Feeder cable for Inductive
Loop detectors
Tests specified
in specification
MCG 1022, as
appropriate
Each installed
cable
Required
CCTV Outstation Camera
Cable
Tests specified
in MCE 2536
Each installed
cable
Required
Cat 5 Patch Cords (in
cabinets)
Tests specified
in TIA-568
Each installed
cable
Required
Volume 2 – Works Information 28 10 13
Page 68 of 207
Certification shall
be provided to
show that each
completed cable
complies with
specification
MCG 1022 and
BS7671
Certification shall
be provided to
show that each
completed cable
complies with
specification
MCG 1022
Certification shall
be provided to
show that each
completed cable
complies with
specification MCE
2536
Certificate of
conformity
demonstrating
that cables have
been tested to
TIA -568 prior to
delivery
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Tests as
specified in HA
specification
MCH 1540 and
tests as
specified in
Clause 1518
Tests specified
in BS 7671 and
MCG 1022
Each cable
Required
Each installation
Required
Tests specified
in BS EN
50086-1 and
BS EN 50086
2-4
Test for
chamber covers
and frames
specified in BS
EN 124
Test specified
in Clause 1533
Each supplier
Required
Each supplier
Required
Each duct
Required
Air test
Test specified
in Clause 1533
Each duct
Required
Mandrel
test
Test specified
in Clause 1533
Each duct before
and after the
infrastructure
works for the
scheme
Required
Series 1500 (Continued)
1523
Detector Loops
1526
Electrical Installations
1530
Cable ducts
1532
Chambers for Motorway
Communications
1533
‘New’ Cable ducts
‘Existing’ Empty
Cable Ducts
Mandrel
test
Volume 2 – Works Information 28 10 13
Page 69 of 207
Comments
Certification as
shown in MCHW
HCD G6 shall be
provided to show
that the installation
complies with MCH
1540)
Certification shall be
provided to show
that the installation
complies with BS
7671 and MCG
1022
Current British
Board of Agrement
Roads and Bridges
Certificate shall be
provided
Certificate shall be
provided to
demonstrate
compliance with BS
EN 124
Certificate shall be
provided to show
that each length of
duct between
chambers satisfies
the mandrel test
Certificate shall be
provided to show
that each length of
duct between
chambers satisfies
the air test
Certificate shall be
provided to show
that each length of
duct between
chambers satisfies
the mandrel test.
Where this cannot
be satisfied the
contractor should
test the length of
duct using a
mandrel of a
diameter 15% less
than the nominal
bore of the duct.
Each duct that fails
the 90% mandrel
test but passes the
85% test shall be
recorded and
included in the
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Air test
1534
Test specified
in Clause 1533
Each duct before
and after the
infrastructure
works for the
scheme
Required
‘Existing’ Cable Ducts
Containing Cables Prior to
the Works
Air Test
specified in
Clause 1533
Each duct before
and after the
infrastructure
works for the
scheme
Required
Surveillance PTZ
Pre-installation
& operational
testing as
stated in MCG
1101 and the
Technology
Commissioning
Plan
Each installation
Required
Volume 2 – Works Information 28 10 13
Page 70 of 207
MCH1349 and
Health & Safety
File.
All ducts that fail
the 85% mandrel
test shall be
repaired or
replaced.
Certificate shall be
provided to show
that each length of
duct between
chambers satisfies
the air test.
Each duct that fails
the Air Test shall be
recorded and
included in the
MCH1349 and
Health & Safety
File.
Certificate shall be
provided to show
that each length of
duct between
chambers satisfies
the air test.
Each duct that fails
the Air Test shall be
recorded and
included in the
MCH1349.
Results shall be
reported in
accordance with the
Technology
Commissioning
Plan
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Series 1600
1601
Soil samples
Required
In situ soil tests
1602
to
Concrete
As per Series
1700 tests.
Grout
1606
Required
Reinforcement
Prestressing
1610
to
Steelwork
Welding
1615
Protection again corrosion
1606
Coatings for protection
against corrosion
Adhesion
As req’d in
Appendix 16/6
1608
Integrity testing
Dynamic
impulse shock
method
At each pile
1616
Dynamic testing
1609
Static load testing of piles
1612
Self hardening slurry mixes
1617
Instrumentation
1618
Support fluids
To be proposed by the contractor
Volume 2 – Works Information 28 10 13
Page 71 of 207
Required
Comments
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Comments
Series 1700
1702
1704
Cement types as stated in
sub-Clause 1702.1
Required
Certificate to be
provided monthly*
for each type of
cement
Quality
management and
product
certification
schemes apply
Cements (all types)
Chloride content
Monthly*
Pulverised-fuel ash
Sulfate content
Monthly*
Ground granulated
blastfurnace slag
Acid soluble
Daily (PC)
Alkali content
Weekly (pfa
ggbs)
Aggregates
Grading and
fines content
1 per week (per
source)
Shell content (N)
Monthly*
Flakiness index
(N)
Monthly*
Resistance to
fragmentation
(N)
Every 6 months
Drying shrinkage
(N)
1 per 5 years
Chloride content
(N)
1 per week or as
otherwise
agreed
Sulfate content
(N)
Yearly
Bulk density (N)
Every 6 months
Stability (N)
Every 6 months
Sulfur content
(N)
Every 6 months
Blastfurnace slag
Water
Tests specified
in
BS EN 1008
Volume 2 – Works Information 28 10 13
Tests to be carried
out by the
manufacturer and
results included on
the test certificates
required above
Results of routing
control tests from
the factory
production control
system operated
by the producer to
be provided – see
Annex H of BS EN
12620
Product
certification
scheme applies
(As previous)
Page 72 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Admixtures
Chloride content
Monthly*
Sufate content
Monthly*
Acid-soluble
alkali content
Weekly*
Chloride content
1 per
consignment
Sulfate content
1 per
consignment
Acid-soluble
alkali Content
1 per
consignment
Volume 2 – Works Information 28 10 13
Page 73 of 207
Required
(BS 934-2)
Required
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Cube strength
(N)
Prestressed
concrete-two
3
cubes from 12m
or 2 batches
whichever
represents the
lesser volume
Test Certificate
Comments
Series 1700 (continued)
1707
Concrete
Required
Reinforced
concrete-two
3
cubes from 24m
or 4 batches
whichever
represents the
lesser volume
Mass concretetwo cubes from
3
50m or 50
batches
whichever
represents the
lesser volume
Additional cubes
for special
purposes
Cube strengthidentity testing
as described in
Appendix 17/4
(N)
2 cubes from
each of two
samples of each
Density
Modulus of
elasticity
Fresh Concrete
Consistence
(slump or
compacting
factor or Vebe)
(N)
Each batch
Air content
Each batch
Cement content
Water/cement
ratio
Volume 2 – Works Information 28 10 13
Page 74 of 207
Required
Contractor to cast
and test sufficient
additional cubes to
demonstrate cube
strength before
transfer.
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
1709
Silane
Required for
each delivery
Refractive Index
Certification that
the silane
complies with
Clause 1709 is
required
Three samples
Trial panels,
where required
in the Contract
1710
Concrete packing
Mortar packing
Epoxy resin bonding agent
Precast concrete
manufactured off site
Cube strength
(Manufacturer’s
tests)
Volume 2 – Works Information 28 10 13
Page 75 of 207
Contractor to
make available
records of tests by
the manufacturer
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or
Material
Test
Frequency of
Testing
Bleeding
1 per mix
Volume change
1 per mix
Cube strength
2 cubes from
each batch
Test
Certificate
Comments
Series 1700 (continued)
1711
Grouting
Only applicable if
an expanding
agent is used
Sieve
Sedimentation
1712
Reinforcement
Required
(BS 4449)
Required
(BS 4482)
Required
(BS 4483)
Required
(BS 6744)
Steel bars
Steel wire
Steel fabric
Stainless steel
1713
Fabricated reinforcement
1716
Reinforcement jointing
systems
1726
Stainless steel bar
Required
Permanent
elongation
characteristic
strength
(Manufacturer’s
tests)
Required for
each type of
connection
Required
(BS 6744)
Volume 2 – Works Information 28 10 13
Page 76 of 207
Produce
certification
scheme applies
Certifications that
fabrication
reinforcement
complies with the
routine
inspection/testing
requirements of
BS 8666 is
required if the
fabrication is not
covered by a
product
certification
scheme listed in
Appendix B.
BBA Road and
Bridges
certificate of
CARES
certificate of
product
assessment or
fully equivalent
scheme apply
Product
certification
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
scheme applies
1727
Inspection and testing of
structures and
components
Volume 2 – Works Information 28 10 13
Page 77 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or
Material
Test
Frequency of
Testing
Test
Certificate
Comments
Series 1800
1801
Structural steels to
1803
BS EN 10025-1 to -4 and
BS EN 10025-6,
BS EN 10210
Required
Required
(BS 7668)
Structural steels to BS
7668
Required
(BS 970, BS
EN 10084,
BS EN 10087
and BS EN
10095)
Required
(BS EN 10029,
BS EN 10048,
BS EN 10051,
BS EN 10258
and
BS EN 10259)
Stainless steels to BS
971; BS EN 10084, BS
EN 10087 and BS EN
10095
Stainless steels to
BS EN 10029, BS EN
10048
BS EN 10051, BS EN
10258
BS EN 10259
Steel plate
Ultrasonic
testing
Required
Bolts, nuts and washers
All types except
high strength
friction grip
Quality
management
scheme applies
Test specified
in
BA 4395 : Part
2
High strength
friction grip
Test specified
in
BA 4395 : Part
1 or Part 2
Tension Control
Bolts
Test specified
in
JSS II-09-1996
As required in
BS 4395 : Part
2
As required in
BA 4395 : Part
1 or Part 2
As required in
JSS II-09-1996
Or BS 4395
Or BS 4395
Welding electrodes
Volume 2 – Works Information 28 10 13
Page 78 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Covered steel
Required
(BS EN 499)
Wire
Required
(BS EN 756;
BS EN 760)
Volume 2 – Works Information 28 10 13
Page 79 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or
Material
Test
Frequency of
Testing
Test specified
in
As required in
Test
Certificate
Comments
Series 1800 (continued)
Welding
Welding procedures
BS EN ISO
15614-1
Welder qualification
Test specified
in
BA EN 287 :
Part 1
BS EN ISO
15614-1 and
Appendix 18/1
As required in
Required
BS EN 287 :
Part 1 for each
welder
(BS EN 287 :
Part 1)
Butt weld “run-off”
plates
Destructive
tests specified
in BS 5400 :
Part 6
As required in
Butt welds and
adjacent areas of
steelwork
Non—
destructive
tests using
methods to be
agreed
As required in
Fillet welds
Non-destructive
tests
Flame cutting and
shearing
Tests to
demonstrate
procedures
comply with BS
5400 : Part 6
and Appendix
18/1
As required in
Appendix 18/1
Stud shear
connectors
Fixing
Each stud
BS 5400 : Part
6
BS 5400: Part
6
(BS 5400 : Part
6)
Bending
(BS 5400 : Part
6)
Series 1900
1903
Abrasives
Grading
Hardness
Volume 2 – Works Information 28 10 13
Results to be
reported in
accordance with
Annex A of BS
EN ISO 15614-1
Page 80 of 207
Certificate to be
in accordance
with Annex B of
BS EN 287 :
Part 1
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
1909
Galvanised coatings
Tests specified
in
BS EN ISO
1461
Aluminium and zinc spray
coatings
Tests specified
in
Areas to be
tested to be in
accordance with
Clause 1910
BS EN 22063
Aluminium coating
material
Required
(BS EN 13011)
Zinc coating
material
Required
(BS SN 1179)
Sherardized coatings
Tests specified
in BS 4921
Zinc electroplated
coatings
Tests specified
in
BS 3382 : Part
2
Plating to high strength
friction grip and tension
control bolts
Volume 2 – Works Information 28 10 13
Page 81 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Comments
Series 1900 (continued)
1910
Metal spray coatings
Tensile test
specified in
BS EN 22063
Grid test specified
in BS EN 22063
#1911
Paints
1911SE
“A” and “B” Samples
Specific gravity
Samples will
be selected
in
accordance
with Clauses
1911 and
1191SE
Colour match
Composition
Application
characteristics
Aluminium structures to be tested in accordance with the British or equivalent European Standard
Series 2000
2003
Permitted waterproofing
systems
(As required –
Additional bituminous
protection
Tests specified in
Registration
and BBA
Roads and
Bridges
Agreement
certification
apply
See NG 2003)
1 per 15 tonnes*
BS 594 : Part 1
Sampling to
comply with
BS 594 : Part
1
Stability value
Test specified in
1 per 15 tonnes*
BS 598 : Pat 107
2004
Tar
Tests specified in
BS 76
1 per source*
Sampling to
comply with
BS 76
Cut back bitumen
Tests specified in
1 per source*
BS3690 : Part 1
Series 2400
Volume 2 – Works Information 28 10 13
Page 82 of 207
Sampling to
comply with
BS 3690 :
Part 1
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
2401
Masonry cement
Required
(BS EN 413-1)
Chloride content
2402
Monthly*
Sand
Required
Quality
management
scheme
applies
Test to be
carried out by
the
manufacturer
and results
included on
the test
certificate
Required per
consignment
(BS EN 13139)
Chloride content
Clause
Work, Goods or
Material
Clause
Monthly*
Work, Goods
or Material
Required
Test
Certificate
Series 2400 (continued)
2403
Water
2404
Mortar admixtures
Tests specified in
BS EN 1008
Required
(BS EN 934-3)
2405
Lime
Required
(BS EN 459-1)
2406/
2417
Bricks
Clay
Volume 2 – Works Information 28 10 13
(Soluble salt
content
Efflorescence
Comprehensive
strength Water
absorption Initial
rate of suction) (BS
EN 771-1/TRL
Report 447)
Page 83 of 207
Test to be
carried out by
the
manufacturer
and results
included on
the test
certificate
Frequency
of Testing
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Calcium silicate
Required
(BS 187)
Concrete
Required
(BS 6073-1/BS
EN 772-2)
2407
Blocks
Concrete
Required
(BS 6073-1/BS
EN 772-2)
2408
Reconstituted stone
2410
Stainless steel
2411
Wire/fabric
Required
(BS EN 10088-1)
Bars
Required
(BS 6744)
Ready mixed mortars
Required
(BS 4721)
Mortars
Volume 2 – Works Information 28 10 13
Tests specified in
Appendix A1 of BS
EN 10521-1
1 set of tests per
mix*
Page 84 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause
Work, Goods or Material
Test
Frequency of
Testing
Test Certificate
Comments
Series 2500
2502
Materials for reinforcing
elements, prefabricated
facing and capping units, and
washer
BBA Roads
and Bridges
Certification
applies
Carbon steel strip
Required
(BS 1449: Part
1.1 or
BS EN 10025-1
and
Silicon
content and
mechanical
properties to
be stated on
the certificate
BS EN 10025-2)
Stainless steel strip
Required
(BS EN 10029,
10048, 10051,
10258 and 10259)
Reinforcing bar for anchor
elements
Required
(BS 4449)
Mechanical
properties to
be stated on
the certificate
Tests
scheduled
under
Clauses
1717 and
1909 are
required for
welding and
galvanizing
of anchor
elements
Material for fasteners
Stainless steel
Required
(BS EN 10088-1)
Bolts, screws and nuts
(BS EN ISO
3506-1 and 35062)
Required
(BS EN ISO 898,
4016,4018,4034)
2503
Materials for pocket type
reinforced brickwork retaining
wall structures
Volume 2 – Works Information 28 10 13
Page 85 of 207
Tests
scheduled
under Clause
1909 are
required for
hot dip
galvanizing
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clay bricks
2504
(Soluble salt
content
Efflorescence
Comprehensive
strength Water
absorption Initial
rate of suction (BS
3921/TRL Report
447( (N)
1 set of tests per
type of brick*
Environmental barriers
Scheme
quality
management
applies
Timber
Concrete
Steel
Brickwork
Other materials
Barriers
Sound absorption
Sound insulation
Post foundations
Loading test on site
As required in
Appendix 25/4
As required in
Appendix 25/4
Volume 2 – Works Information 28 10 13
Page 86 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/5
Clause Work, Goods or
Material
Test
Frequency
of Testing
Test
Certificate
Comments
Required for
each batch
Certification I
accordance with
Clause 2601 is
required
Series 2600
2601
Bedding mortar
materials
Bedding mortar
Flow cone test
Each batch
Laboratory tests
Flow between
glass plates
Comprehensive
strength
Expansion test
Water
absorption
Elastic stability
1 per source
Flow cone test
Each load
Site control tests
Compressive
strength
2607
Granolithic concrete
Testing to be in
accordance with
Clauses 1702,
1703, 1707 and
1710
Series 3000
3005
Grass seeding,
wildflower seeding
and turfing
Rate of spread
of fertiliser
1 per 1000
square meters*
Rate of spread
of seeding
1 per 1000
square metres*
Chemical
analysis of
fertiliser
1 per source*
Grass seed
germination and
purity (Official
Seed Testing
Station tests)
1 per source
and mix
variety*
Required prior
to sowing
Table 1/5/1 – Testing to be carried out by the Contractor.
Volume 2 – Works Information 28 10 13
Page 87 of 207
Testing to be in
accordance with
Annex A3 of
BS3969
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/6
APPENDIX 1/6
SUPPLY AND DELIVERY OF SAMPLES TO THE OVERSEEING
ORGANISATION
1.
Samples of welded joint, motorway communications infrastructure and paints, for
testing by the Overseeing Organisation, shall be supplied as the Overseeing
Organisation may reasonably require.
2.
Representative samples of materials are to be delivered not less than four weeks
before the material is to be used, or longer if such period is required for testing of the
material.
3.
Sample materials that were previously approved on the M62 J25-30 Managed
Motorway Scheme by the means of a Material Approval Record will not require
submitting to the Overseeing Organisation.
Clause
Sample
Description
Frequency of
Sampling
Delivery
Location
Comments
624
Geomat Types
facing material
Before use within
the works
Site
Compound
One sample of each type of
geomat. which is retained by
the contractor after approval
for use in the works
1201
permanent reflecting
road studs
Before placing
an order
To be made
available at
the
manufacturers
premises or
their UK agent
or the GCF
One sample which is retained
by the contractor after
approval for use in the works.
1310
Welded Joints
See Clause 1310
GCF
1511
Marker Tape
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works.
1512
615 Enclosures
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works.
1516
Power Cable Joint
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works.
1517
Cable Glands
Before use within
the works
Site
Compound
Two samples of each variant
shall be provided which are
retained by the contractor
after approval for use in the
works
1519
Labels for cabinets
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works
1519
Labels for cables
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works
Volume 2 – Works Information 28 10 13
Page 88 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/6
Clause
Sample
Description
Frequency of
Sampling
Delivery
Location
Comments
1523
Re-enterable loop
joints
Before use within
the works
Site
Compound
One sample which is retained
by the contractor after
approval for use in the works.
1530
Cable Ducts – Twin
Wall, Flexi & CCD
Before use within
the works
Site
Compound
One sample of each type
which is retained by the
contractor after approval for
use in the works
1530
Mechanical Duct
Plug, Blanking
Plate, Bleed Valve
and Insert
Draw Cord
Before use within
the works
Site
Compound
Before use within
the works
Site
Compound
1532
Chambers for
Motorway
Communications
Cables
Before use within
the works
Site
Compound
One sample of each type
which is retained by the
contractor after approval for
use in the works
One sample of each type
which is retained by the
contractor after approval for
use in the works
One sample of each which is
retained by the contractor
after approval for use in the
works
1532
Chamber Covers
Before use within
the works
Site
Compound
One sample of each which is
retained by the contractor
after approval for use in the
works
1532
Labels for
Chambers
Before use within
the works
Site
Compound
One sample of each which is
retained by the contractor
after approval for use in the
works
1910 AR
Paints
‘A’ samples
‘B’ samples
‘A’ Samples as
Clause 1912.4 &
5.
‘B’ Samples 1
sample every 3rd
batch and as
Clause 1912.9
As detailed in
Appendix 19/6
One sample of each type
which is retained by the
Contractor after approval for
use in the works
1530
Notes:
(i).
Samples comparable to those specified in this Appendix will be necessary for any
equivalent work, goods or materials proposed by the Contractor (see sub-Clause
105.6)
(ii).
Unless otherwise shown in this Appendix, samples of the work, goods or materials
as scheduled under any one Clause are required for all such work, goods or
materials in the Works.
(iii).
Unless otherwise scheduled under Clause 2602 samples of concrete complying with
that Clause are not required.
(iv).
(N) indicates UKAS or equivalent laboratory accreditation required for sampling.
Volume 2 – Works Information 28 10 13
Page 89 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
APPENDIX 1/7
SITE EXTENT AND LIMITATIONS ON USE
Extent of the Site
The Contract will be carried out within the North East Regional Control Centre Area. The
scheme limits of the site shall be as indicated on the Contract Drawings.
No timber or other material with projecting nails (or similar sharp object) shall—
(a)
(b)
be used in any work; or
be allowed to remain in any place, if the nails (or similar sharp object) may be a
source of danger to any person.
Following possession of the site or a particular section of the site, where access
arrangements permit and where it is safe to do so, the Contractor should arrange for a
video / photographic record of the existing boundary fence to be made. This should clearly
indicate the status of the existing boundary fence. At the same time a specific photographic
record will also be made of any problem areas complete with written details of the
problem(s). This will particularly focus on areas that are freely accessible from adjacent
public areas.
General inspections of the limits of the site should be repeated at least monthly whilst the
works are ongoing. Areas identified as ‘Hot Spots’ will receive an enhanced rate of
inspection appropriate to the level of Risk posed.
Additional local inspections of the boundary will be made prior to the removal of any
environmental screening, in order that the site will not be compromised when visibility is
increased.
Where boundary issues are highlighted by the inspections above, the Contractor will
instigate an appropriate temporary repair. In normal circumstances this should be
completed within 24 hours of the problem being highlighted, however if the problem is
within an identified ‘Hot Spot’ the repair must be treated as a priority.
As a result of the pre takeover inspection the Contractor (via the CDMC and Project ECC
Supervisor) will notify the relevant HA Maintaining Agent of all issues which affect the
functionality of the permanent highway boundary. If these areas are NOT identified within 2
weeks of taking possession of the appropriate section or site, then the Contractor will be
responsible for undertaking any temporary repair as defined above
Brief description of works
The Highways Agency Traffic Management System (HATMS) scheme will provide the
capability for displaying standard warning messages, lane divert/closure information and
advisory speed limits, the latter being automated via the Motorway Incident Detection and
Automatic Signalling (MIDAS) system when slow moving traffic is detected by loops.
Verification of the nature and location of incidents will be possible using PTZ CCTV
controlled by the North East Regional Control Centre Area. This type of scheme seeks to
protect against one of the main motorway hazards of traffic queues and consequential nose
to tail collisions due to lack of driver awareness and high differential speeds.
The proposed works comprise:
a) 13No. MS4 signal gantries
Volume 2 – Works Information 28 10 13
Page 90 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
b) Provision of carriageway inductive loops, controllers and associated CrossCarriageway Ducts (CCDs)
c) CCTV Pan Till Zoom (PTZ) generally mounted on MS4s, but with 1no. standalone
supporting structure
d) Entry Stop Signals on slip roads
e) New ducted communications network, minimising the need for associated retaining
structures.
f)
Associated cabinets, chambers and maintenance access paths
g) Electrical power network and Electrical Interface (EI) facilities
h) VRS where required to protect new infrastructure
i)
New traffic signs where existing require relocation
j)
Minor drainage works required to accommodate MS4s and associated retaining walls
and communications infrastructure.
k) New fences or modifications to existing fences required as a result of the introduction
of the MS4 signs and associated infrastructure.
l)
Retaining structures and slope strengthening for the MS4s and chamber / cabinet
sites.
The Contractor shall identify in Contract Data Part 2 those working areas required outside
site as defined in clause 1.1 to accommodate his traffic management proposals, along with
the areas selected by the Contractor for his Project Base Depot, Bulk Purchase Storage
and Satellite Welfare Facilities.
The Contractor shall identify Equipment, Plant and Materials which are outside the Working
Areas by;
marking the Equipment, Plant and Materials in the location they are stored so as to show
that their destination is the Working Areas and that they are the property of the
Employer,
providing to the Overseeing Organisation:
(i)
evidence that the title to the Equipment, Plant and Materials has passed to
the Contractor and
(ii)
a schedule identifying the location they will be stored in until they are
brought to the Working Areas and giving the value of each item of the
Equipment, Plant and Materials stored.
Limitations on the Use of the Site
The Contractor will not have exclusive possession of the site but will be required to work
within the road space booking requirements of the Agents responsible for network
management. Every effort will be made to provide the Contractor with access to the
network in accordance with the latest accepted programme.
Employees of the Contractor that require access to the North East Regional Control Centre
will be required to pass basic security checks before being permitted access. An application
for each individual should be submitted using the Highways Agency standard pro-forma
Baseline Personnel Security Standard Verification Record. A minimum period of 4 weeks
will be required to process this submission. Once the basic security checks have been
Volume 2 – Works Information 28 10 13
Page 91 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
carried out the Contractor shall provide the Overseeing Organisation with 2 weeks
notification to gain access to the North East RCC.
Access to the works will be subject to the road space booking requirements of Highways
Agency’s Areas 12 as described in Appendix 1/17.
Restrictions regarding the length of allowable traffic management systems and distance
between traffic management systems and concurrency of traffic management systems are
described in Appendix 1/17. The Contractor’s attention is drawn to the restrictions
described above and other restrictions on limitations of use on the site described in
Appendix 1/17.
Where the Contractor has personnel operating outside of coned works areas those
personnel will comply with the requirements of, the Managing Agents for Area 12, the West
Yorkshire Police and CMPG in respect of notification, induction, PPE, length of stop,
vehicle conspicuity, LMCC protection (if necessary) and general conduct.
The Contractor shall comply with any limitations on the use of the site specified in the PreConstruction Information provided by the CDM Co-ordinator. These requirements will be set
out to ensure legislative compliance and if at any point there is any conflict in this
requirement the Pre Construction Information and information included in the Construction
Health and Safety Plan will be deemed as the requirements in all cases.
The Contractor shall comply with any limitations on the use of the site listed in the Schedule
of Constraints in Appendix 1/13.
The Contractor shall note that site access to the carriageways shall be at all times
previously agreed, in advance of access, with the Overseeing Organisation in consultation
with the Managing Agents for Area 12 and West Yorkshire Police and will be the subject of
weekly meetings.
In addition to the aforementioned limitations the Contractor shall note that routine (typically
daytime on hard shoulders and night-time on carriageways), emergency and motorway
maintenance works by others may occur during the currency of the Contract. These works
are carried out in the interest of public safety and shall take precedence over all other
works on the motorway network, unless otherwise agreed with the Overseeing
Organisation. In these instances the requirements of the CDM regulations and the role of
Principal Contractor is critical, the Contractor as defined in these documents and the form
of contract will be the Principal Contractor in all cases. The appropriate motorway
maintenance contractor will be deemed a Contractor in all cases as defined under the CDM
Regulations 2007 and appropriate compliance with the Principal Contractors Construction
Health and Safety Plan must be ensured at all times.
The Site will be available to the Contractor to work 24 hours per day 7 days per week
except where detailed otherwise in the Works Information and subject to any restrictions
detailed in the Works Information.
The Contractor’s specific attention is drawn to the fact that the MAC/Concessionaire for the
Highways Agency has overall responsibility for the control of works affecting the
carriageways and their instructions and those of the Police must be obeyed at all times.
The Contractor shall liaise with the Managing Agent and any other contractor(s) to avoid
and or minimise hold-ups and or disruptions to progress of the works.
The Contractor shall regularly consult with all other interested parties and shall make and
copy to the Overseeing Organisation a written record of all discussions and agreements
reached which concern liaison affecting general, or specific, project progress. The
Volume 2 – Works Information 28 10 13
Page 92 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
Contractor shall be required to attend weekly meetings at the Project Base Depot in which
the Contractor shall discuss with the Overseeing Organisation the works areas, working
methods and traffic management layouts appropriate to the following week’s activities.
Representatives from the Managing Agent and the Police may attend these meetings.
The Contractor shall take all steps to ensure that a situation does not arise whereby he is
prohibited from proceeding with the works. The Contractor shall demonstrate, to the
Overseeing Organisation’s satisfaction, that all steps necessary to minimise any delays to
the general progress of the Contract have been taken.
The Contractor shall keep the Overseeing Organisation regularly informed in writing on all
matters affecting progress of the Contract.
The Contractor, or any agent or servant in his employ shall not give any information
concerning the works for publication in the press or radio, television or cinema screen or
elsewhere without the written approval of the Overseeing Organisation.
Any existing items and materials to be recovered from within the boundaries of the
carriageway as part of the works shall be removed as soon as reasonably practicable.
The Contractor shall not obstruct any lane, hardshoulder or emergency crossing which is
not closed to traffic.
The Contractor shall if practical allow for any working areas within the boundaries of the
motorway to be used by vehicles requiring to stop in an emergency as directed by the
emergency services.
For the purposes of regulation 16 (1) (f) of the Motorways Traffic (England and Wales)
Regulations 1982 the Employer issues ‘Motorway Passes’. Where applicable and unless
directed otherwise by the Employer the Contractor shall be required to obtain ‘Motorway
Passes’ from the Employer prior to work being carried out.
The Contractor shall comply with any Ecological constraints identified in the Environmental
Assessment Report (Site Information) or in Appendix 30/12.
The Contractor shall note the requirement that a section of carriageway closed for the
purpose of the works needs to be gritted if there is the potential that ice or frost may have
formed during the period of work before being returned to public use.
The Contractor shall make his own provision to spread de-icing salts locally at the site of
each set of MIDAS Loops being cut if there is the potential that ice or frost may have
formed in the vicinity of the loop works.
Limitations on the Use of the Site
The Contractor shall prepare a comprehensive Construction Environmental Management
Plan (CEMP) to set out how they will comply with their legal obligations and how the
environmental impacts of the construction activities will be managed and controlled through
the implementation of best practice in accordance with ISO 14001. The outline
environmental issues identified by this Appendix will be addressed within the CEMP
supported by references to the Contractor’s own Environmental Management System
(EMS) and amplified in by specific method statements compiled for each operation in the
project.
An Environmental Assessment Report has been prepared to support the Record of
Determination and Notice of Determination process for the Scheme, lodged in Site
Information. There is a requirement to comply with the commitments made regarding the
environment in these documents.
Volume 2 – Works Information 28 10 13
Page 93 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
Sensitivities of the Scheme
The Environmental Impact Assessment has identified the following key issues in relation to
the Scheme. These are recorded within the Environmental Assessment Report and Series
3000 Appendices. These can be summarised in brief as:
Known and potential ecological sensitivities relating to breeding birds, badgers,
Great Crested Newts (GCN) and reptiles, and the requirement to be aware of
potential sensitivities to other protected species.
Known and potential requirements to undertake works in accordance with Licences
from Natural England (NE).
Recorded presence of notifiable species, e.g. Japanese Knotweed.
Requirement to minimise the construction footprint as far as practical to retain as
much of the existing HA soft estate (trees and shrubs) as possible.
To undertake any site clearance works in accordance with best practice and in
accordance with any licence / Overseeing Organisation stipulations.
Avoidance / minimisation of any construction activities which may give rise to
pollution, particularly in proximity to / up stream of watercourse.
The minimisation of construction related impacts with reference to noise / vibration,
disruption to vehicle travellers and adjacent residential receptors by the application
of best construction management practice in accordance with principles to be set
down in the CEMP and an accompanying Traffic Management Plan.
The Contractor shall assemble an Environmental Aspects Register for review and
agreement with the Overseeing Organisation based on the issues raised in the
Environmental Assessment Report for the scheme, and as summarised above.
Environmental Objective
The objectives and targets to be achieved on this project are:
zero pollution incidents;
zero lost time through environmental incidents;
full compliance with ecological / protected species mitigation measures and
specifically licence requirements;
zero unaddressed environmental complaints after 24 hours; and
minimisation of the impact upon people, landscape character, sensitive ecological
features, and water quality.
Roles and Responsibilities
The Contractor shall provide a list of standard roles and responsibilities for all staff as
defined in accordance with their Environmental Management System. This is to be
supported by a project organisation chart complete with responsibilities and contact details.
The contractor will supply the CV’s of all key personnel identified in the organogram.
The Contractor’s Project Manager shall have overall responsibility for environmental
management on the site and as such shall ensure that there is regular communication with
Volume 2 – Works Information 28 10 13
Page 94 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
the Overseeing Organisation and any relevant statutory and non-statutory bodies on
environmental matters as and when any matters arise.
The Contractor shall supply a suitably qualified and experienced Environmental Manager
who will, in conjunction with any other designated Site Safety and Environmental Advisors
undertake the following types of activities:
ensure the site is operating in accordance with the Contractors current EMS
procedures;
provide support to the site teams with regard to the management of Environmental
issues;
ensure all site staff are clear of their responsibilities;
monitor adherence to any specific programme or working practice requirements,
notification period with reference to any formal works to be carried out under
specific Licence from NE for protected species;
audit contract Environmental Plan for accuracy;
audit the effectiveness of site supervision, and the actions of any subcontractors;
report immediately if work is suspended due to environment incidents;
report all visits from Environment Agency and local Authority immediately
report all Minor incidents on a weekly basis
carry out site inductions on all site operatives, before commencing work on site and
nominate deputy in their absence;
liaise with subcontractor's supervision to improve site standards;
audit the effectiveness of all operation specific method statements, stopping unsafe
practices where necessary and assisting in the creation of appropriate remedial
actions and action plans to ensure the continuation of good environmental working
practices;
maintain and update environmental notice boards;
ensure that site environmental registers are completed on a weekly basis by
relevant staff;
arrange Environmental training for staff and sub-contractors and maintain
Environmental training records on site;
ensure Noise monitoring on site, if required, is recorded and the site register is
maintained;
reply to and close out all Environmental inspection reports made by third party
representatives;
manage and maintain agenda for toolbox talks and S. H. E. audits on a weekly
basis and report none conformance of named staff to Regional Safety Quality &
Environmental Manager;
Volume 2 – Works Information 28 10 13
Page 95 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/7
assist in the development of long-term strategies for the management of
Environment issues, in conjunction with the Regional Safety Quality &
Environmental Manager;
identify initiatives that will raise the Environmental profile and reduce impacts;
develop Environmental Aspect and Impact assessments for each site activity as
detailed in method statements; and
The above list is not comprehensive and is intended as a guide only for the Contractors
to address in their CEMP.
Other Areas to be addressed
The CEMP shall also set out mechanisms for:
Raising awareness of environmental sensitivities and implications of construction
activities;
Lines of communication, Incident Reporting and Emergency Procedures;
Method Statement preparation, requirements and approval processes;
Application of the Contractors EMS and CEMP in relation to the control of sub
contractors;
Control of communication with the client, statutory and non statutory bodies and the
Public;
Control and compliance with Licence requirements in consultation with the
Overseeing Organisation;
Pollution control and Contingency Plans / cross reference to the Contractors
‘standard procedures’, and generic and specific method statements;
Environmental monitoring requirements, e.g. noise monitoring and compliance;
Relationship to Waste management Plan;
Relationship to Traffic Management Plan;
Auditing and monitoring procedures, including update and review of Environmental
Aspects register and the CEMP review processes.
Volume 2 – Works Information 28 10 13
Page 96 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/9
APPENDIX 1/9
CONTROL OF NOISE AND VIBRATION
Background
It is drawn to the Contractor’s attention that residential properties are situated nearby to the
proposed works. The Contractor shall therefore demonstrate that he intends to take all
reasonable measures to satisfy the requirements of this Appendix.
Noise
The Contractor shall be responsible for informing the Local Authorities responsible for the control
of noise from construction works at the site.
The Local Authorities have informally agreed that the following measures should be acceptable in
most cases and these are given as a guide; however, it is for the Contractor to decide
whether to seek the Local Authority’s formal consent to his proposed methods of work
and to the steps proposed in order to minimise noise. The formal procedure for prior
consent is set out in Section 61 of the Control of Pollution Act 1974. The Local Authority
does not specify permissible noise levels.
Table 1/9/1 sets out noise levels, which should not be exceeded at any location affected by noise
from the contractors operations.
PERIOD
HOURS
TOTAL NOISE LEVELS AT CONTROL STATION
Ambient Noise
Level LAeq
Period of hours for
LAeq measurement
Maximum
Sound Pressure
Level dB(A)
Monday –
0700 - 1900
70
1
85
Saturday
1900 - 2200
65
1
75
2200 - 0700
60
1
65
All Day
60
1
65
Sunday and
Bank Holidays
Table 1/9/1– Noise Levels
Notes to Table 1/9/1:
a)
b)
c)
d)
e)
Ambient noise measurements should be undertaken in accordance with the
principles of BS 7445 and following the guidance given in BS 4142 by individuals
certified as competent in environmental noise monitoring.
Ambient noise measurements shall be made with a Precision Sound Level Meter
which meets the requirements of BS EN 61672 class 1 or 2, set on the ‘fast’
response.
Maximum noise level measurements shall be made with a Precision Sound Level
Meter, which meets the requirements of BS EN 61672 class 1 or 2, set to the
‘slow’ response. The maximum sound level is the highest value indicated during
monitoring.
Noise levels relate to free field condition.
Where noise levels are measured at or within 1m from the window of any
occupied building, the permitted noise levels can be increased by 3 dB(A).
Volume 2 – Works Information 28 10 13
Page 97 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/9
The above noise levels are the maximum allowed, the Contractor should endeavour to
achieve noise levels within the limits by providing and using items of plant and equipment
which have been specifically designed or modified to reduce noise emissions.
The best practical means, as defined in Section 72 of the Control of Pollution Act 1974,
and BS 5228 (2009) shall be employed at all times to reduce noise to a minimum.
The date of commencement of the works shall be notified in writing to the Local Authority
at least 7 days prior to the commencement of operations. A telephone number for
emergency use shall be notified prior to commencement of operations.
The name and address of any persons other than the Contractor who it is intended will
carry out the work on the site shall also be notified to the Local Authority before
commencement of any works.
If a complaint is received regarding excessive noise levels emanating from the works
which upon subsequent investigation is found to be justified, the Local Authority may
initiate the statutory controls set out in Section 60 of the Control of Pollution Act 1974.
The Contractor shall give advance written notice to all households and commercial
occupiers that are within 500m and/or adjoin the boundary of the Works area. The notice
shall be given 7 days in advance of the Works reaching a point 300m from the occupied
building. The notice shall give the following information:
a)
Give a general description of the works to be undertaken and the likely duration.
b)
Give the name of the representative on site and point of contact to which questions
or complaints relating to noise and or the works can be directed.
c)
Give details of any special arrangements that have been agreed with the
Overseeing Organisation relating to traffic management arrangements that might
affect the households and occupiers concerned.
d)
The content of the notices shall be agreed with the Overseeing Organisation prior to
distribution and the Overseeing Organisation given a copy of the final notices.
If pumping is necessary during “no work” periods, pumps shall where practical be
electrically operated via the mains supply and shall be screened acoustically if necessary
to ensure that noise limits are not exceeded.
Traffic signal control equipment shall be powered from a main electricity supply at all
times
Vibration
The Contractor shall provide a method statement to demonstrate that any of the
proposed works will not result in peak particle velocities greater than 10 - 15 mm/sec
measured at foundation level at any location where damage or disturbance to private
properties or Statutory Body Apparatus may occur. This shall be submitted at least 14
days before commencement of works.
All operations shall be undertaken such that the limit of peak velocity stated above shall
not be exceeded.
No operations shall be commenced without the agreement in writing from the Overseeing
Organisation and shall incorporate any changes in the method statement as requested
Volume 2 – Works Information 28 10 13
Page 98 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/9
by the Overseeing Organisation as the consequence of any monitoring undertaken. The
Contractor shall install on site the necessary test equipment to adjacent properties to
verify that permitted vibration levels are not being exceeded.
Volume 2 – Works Information 28 10 13
Page 99 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/10
APPENDIX 1/10
STRUCTURES TO BE DESIGNED BY THE CONTRACTOR
Schedule of Structures to be designed by the Contractor
Contractor designed structures shall be in accordance with the requirements of Appendix 1/70.
Structure
Location
Design Specification
Shown on drawings
5118933/TS/1500/003
Appendix 13/4
9no. locations
Appendix 1/70
Shown on drawing series 102
and Table 11/1-5
Appendix 1/70 & Spec Appendix
16/14
CCTV Masts
MS4 Platforms
Anchored King Post Wall
Procedures to be adopted for Structures to be designed by the Contractor
The Contractor shall submit the following to the Overseeing Organisation within the
periods indicated and allow for these periods in his programme;
a)
8 weeks prior to the installation of the structure, the Contractor shall submit:Detailed drawings of each structure
Design calculations
Any other relevant information to support the design including design and check
certificates where appropriate
b)
a)
The Contractor shall submit the documents and information listed above in Clause
2.1 a) directly to the scheme Designer, who shall liaise with the HA Technical
Approval Authority on behalf of the Contractor.
The Contractor shall allow a period of four weeks further to receipt of all the items
listed in 2.1 (a) above, for the Overseeing Organisation to carry out a check of the
design, and to either; confirm their acceptance in writing, reject the design or advise
the contractor of the required alterations to the design whereupon the contractor
shall carry out any revisions and resubmit any revised items within 2 weeks.
The contractor shall be responsible for all elements of the works within the
designated outline taking into account the Specification for Highway Works
requirements for:Preliminaries;
Site Clearance
Drainage and service ducts (including drainage realignment)
Earthworks
Kerbs, footways and paved areas
Volume 2 – Works Information 28 10 13
Page 100 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/10
Steps and handrailing
b)
Following Technical Approval, drawings are to be supplied as follows:AutoCAD DWG versions 2007 and PDF
Specification, Schedules and Test Plans
Maintenance Manual for structures shall be produced in accordance with BD
62/07: As Built, Operational and Maintenance Records for Highway Structures.
Volume 2 – Works Information 28 10 13
Page 101 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/11
APPENDIX 1/11
STRUCTURAL ELEMENTS AND OTHER FEATURES TO BE DESIGNED
BY THE CONTRACTOR
1.
The Contractor will complete this Appendix prior to construction for all structural
elements/features in accordance with the Works Information.
2.
The Contractor’s Designer will be nominated and then submitted for approval to the
Scheme CDMC as required under Appendix 4 of Managing Health and Safety in
Construction, The Construction Design and Management Regulations 2007 Approved Code
of Practice. The designer will need to meet with all of the appropriate designer competency
requirements set out in the ACOP.
Structural Element
Location
Vehicular and pedestrian restraint
systems including transitions from
road restraint system to existing road
under-bridge parapets
As detailed in the Contract
Drawings
Concrete ground beam for road
restraint system including support
structures for parapet transitions and
terminal anchorages
As detailed in the Contract
Drawings
Depth of cross carriageway
transverse duct
As detailed in the Contract
Drawings
Post and Foundations for relocated
existing signs
As detailed in the document
reference 5118933/02/AP/063
(Schedule Appendix No. 12/1)
Design Specification
Series 400 SHW and
Appendix 4/1, 4/2
As identified on MCX series
drawings and in Appendix
15/2
Appendix 12/1
Temporary Traffic Diversions
Where required
As required
Temporary Traffic Management
including speed enforcement and
CCTV
Where required
As detailed in Appendix
1/17
Volume 2 – Works Information 28 10 13
Page 102 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/12
APPENDIX 1/12
SETTING OUT AND EXISTING GROUND LEVELS
Setting Out
The scheme setting out is based on OS National Grid Coordinates.
The design of the works involved the use of the MX program. String details are available
and this information includes grid northings, easting, levels, chainages, bearings and radii
of all primary setting out strings.
This information will be supplied as part of the construction issue information.
Surveys
The existing surveys undertaken by the bmJV in June 2013 will be included as part of the
site information.
Marker Posts
The design locations of all motorway equipment are referenced from Marker Posts. The
Contract Drawings accurately reflect the location of the surveyed marker posts and the
Contractor shall agree with the Overseeing Organisation that the marker posts are still in
the location as detailed on the design plans prior to commencing works. The Contractor
should not assume that marker posts are located 100m apart and it is important that
equipment is set out as referenced on the Contract Drawings (i.e. it cannot be assumed
that 128/1A+90 is the same as 128/2A-10). Where a marker post has been moved or
removed when compared with the design drawings, the Contractor shall be responsible for
ensuring that the correct equipment location is marked out.
The Contractor shall ensure that any hilti-nails denoting marker post locations that are
damaged or removed are replaced in the correct location.
The contractor is to ensure throughout the period of the works an identifiable marker post
system at the same spacing as the existing marker post system is in place so that all
agencies of the Highways Agency and members of the public can locate themselves by
reference to the marker post.
Volume 2 – Works Information 28 10 13
Page 103 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
APPENDIX 1/13 PROGRAMME OF WORKS
Programme
The Contractor shall provide a programme in the form of a Gantt chart, which shall be
produced as a result of a critical path analysis.
The programme shall also be produced using Primavera P6 software or Microsoft
Project.
The first programme shall be submitted for acceptance by the Overseeing Organisation.
Following the review and acceptance of the first programme by the Overseeing
Organisation, the programme shall then be deemed to be the ‘accepted’ programme.
The ‘accepted’ programme shall then be updated regularly by the Contractor and issued
as a minimum, on a monthly basis to the Overseeing Organisation for review,
acceptance and where appropriate comment.
The first programme and subsequent revising programmes shall be made available to
the Overseeing Organisation in both hard copy and electronic format.
The level of detail provided in the programme shall not be less than that listed in Section
3 of this document.
The programme shall take into account the constraints listed in Table 1/13/1 and 1/13/2
of this document.
The programme shall take into account the key dates listed in Table 1/13/3 of this
document.
The programme shall show all key activities and restraints, where each activity shall be
given a short title and shall include a level of detail appropriate to each stage of the
works. All activities shall be numbered and annotated with earliest and latest start and
finish dates.
The programme shall clearly distinguish between day and night activities and any
weekend activities.
The programme shall take particular account of any phasing of the works, constraints
and limitations as set down in the Works Information.
As well as identifying the completion of the overall works, the programme shall also
identify the completion of the works associated with each of the 2 no. ‘Scheme Links and
separately identifying works on the eastbound and westbound carriageways.
The programme shall take in to account the traffic management requirements of the
scheme and shall reflect the Contractor’s chosen method of working; subject to the
agreement by the Overseeing Organisation.
The Contractor shall programme his works so that motorway lane closures are reduced
to an absolute minimum. Lane closures shall only be permitted with the prior approval of
the Overseeing Organisation and in accordance with Appendix 1/17 and the details in the
Contract. The Contractor shall allow for, and carry out, enabling temporary works
required to minimise the number of lane closures and maximise the number of working
Volume 2 – Works Information 28 10 13
Page 104 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
sites that can be carried out concurrently under closure of the hard shoulder only. Such
enabling temporary works may include the implementation of the following:
Increased site clearance and removal of vegetation, shrubs, trees, and the like;
Building up and levelling imported material against embankments (including benching
of earthworks) to provide working platforms;
Re-grading /excavation and support of cutting slopes, and levelling the site to provide
working platforms;
Removal of or protection to existing kerb lines;
Protection of existing drains, including ironwork;
Protection to existing motorway communication cables and services;
Removal, storage and re-erection of traffic signs, marker posts and the like;
Protection to / relocation of motorway communication systems apparatus; and
Reinstatement and restoration of affected areas and features.
The Contractor’s programme shall allow for access to the site for ‘other’ contractors
employed by the Overseeing Organisation such as the following:
NRTS Contractor;
NE TechMAC;
Distribution Network Operator;
Specialist Communications Contractor;
Specialist message sign suppliers and Contractors;
Traffic Management will be provided for ‘other’ contractors if their work is part of the work
scope of this scheme and must comply with the Principal Contractors site rules.
The programme shall identify completion of the overall works within the timescale for
Completion detailed in the Contract. The programme shall include a schedule of outputs
for the key resources identified in the programme.
The Contractor shall show on his programme all works to be done for Completion.
The work to be done for Completion is all the work included in this Works Information
with the exception of:
mitigation planting and associated aftercare;
the servicing and removal of the accommodation and equipment required in
numbered appendices 1/1, 1/2 and 1/3; and
the provision of traffic management and facilities for ‘others’ employed by the
Overseeing Organisation.
Optimisation of equipment
Volume 2 – Works Information 28 10 13
Page 105 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
Schedule of Constraints
All operations shall be arranged so that all communications and power cables are
completely tested and the test results approved by the Overseeing Organisation within
the timescale for Completion detailed in the Contract Data. The Contractor shall allow
sufficient time in the programme for this approval and any repairs and re-testing which
may be required to be completed satisfactorily within the timescale for Completion
detailed in the Contract.
Within Table 1/13/1 reference is made to the term “Infrastructure Completion” which shall
be deemed to include the following:
Installation of roadside cabinet bases, cabinets and associated infrastructure;
Installation of emergency roadside telephone (ERT) bases and associated
infrastructure;
Installation of cantilever MS4 bases and associated infrastructure;
Installation of entry stop signal posts and associated infrastructure;
Installation of CCTV bases, masts and associated infrastructure;
Installation and testing of all data, video and power cabling;
Installation and testing of communications ducts and chambers; and
Installation and testing of all MIDAS loop feeder and detector cables.
Acceptance of existing infrastructure to be utilised as part of the permanent works
that does not conform to existing standards.
Before commencing any works on Site, the Contractor shall attend an inaugural meeting
with the Overseeing Organisation, MAC, TechMAC, NRTS Contractor and the Police to
discuss the Contractor’s proposed programme. The Contractor shall adopt any agreed
changes to the Contractor’s programme resulting from this meeting.
The Contractor shall arrange for the identification of the existing motorway
communications cabling via pegging out by the NE TechMAC and the NRTS Contractor
in advance of the works.
The Contractor shall note that interrupter cables will be required to maintain the
motorway communications network during the Works. These will be designed and
provided by the NRTS Contractor in advance of any excavation works commencing on
site.
There are new Electricity Board supplies to be installed (as detailed in Appendix 1/16)
but the Contractor must first install electrical interface cabinets (as detailed in Appendix
1/16 as a new supply) to allow the Distribution Network Operator to connect the supply.
The installation of these cabinets must therefore be done sufficiently early in the
programme to allow the supplies to be connected in time for them to be used. The
Contractor shall allow 12 weeks from the date of cabinet installation to the date of supply
energisation.
Key Programme constraints with the exception of those attributed to the NRTS contractor
are listed in 1/13/1
Volume 2 – Works Information 28 10 13
Page 106 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
No.
Description
Constraints
Where access to the NE RCC is required,
‘Permits to Work’ shall be submitted.
1
Works (for instance Commissioning) at the NE
RCC cannot commence until formal access
approval is obtained.
Permission to Access the NE RCC
A minimum period of 2 weeks (as stated in MCH
2522B) shall be allowed to accommodate the
approval process.
The Contractor shall take account of the ordering
and requisitioning process as set out in the HA
document “Stock Management System
Forecasting and Requisitioning Scheme
Equipment.
The programme shall allow for the implementation
of the Site Data Loads (as detailed in the
Technology Commissioning Plan). A period of one
week shall be included (per Data Load) to allow
the HA’s Software Maintenance Contractor (SMC)
to load the data at the NE RCC.
The communications equipment shall configured
and tested off site at the Contractor’s ‘Facility’, as
described in Appendix 15/1 and Appendix 1/5.
The equipment shall be tested before it is installed
on site...
Interruption of existing services shall not be
undertaken until agreement has been reached
with NE RCC Operations, the NRTS Contractor
and the Overseeing Organisation.
Construction works (including the installation of
the interrupter cables) shall not commence until
after the NE TechMAC has located and marked
out the buried Local Communication and Power
cables.
2
Delivery of HA Supplied Equipment
3
Site Data Load
4
Offsite configuration and equipment
testing.
5
Interruption of existing services
6
Locate, mark out and test local
communications and power cables
7
Check condition and performance of
equipment to be retained.
Volume 2 – Works Information 28 10 13
The Contractor shall liaise directly with the NE
TechMAC in order to determine the periods of
time that will be required to locate, mark out and
test the local communication and power cables.
The Contractor shall include this information in the
programme.
Construction works (including the installation of
the interrupter cables) shall not commence until
after the NE TechMAC has confirmed the
condition and performance of each item of
equipment (along a Link) to be retained.
The Contractor shall liaise directly with the NE
TechMAC in order to determine the periods of
time that will be required to check the condition
and performance of the equipment. The
Contractor shall include this information in the
programme
Page 107 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
No.
8
9
Description
Constraints
Infrastructure Completion (refer to
Clause 2.2 for definition).
Following Infrastructure Completion, a period of 2
weeks shall be included to enable the Overseeing
Organisation to confirm that the cables and
electrical interfaces have been tested in
accordance with Appendix 1/5.
Installation and local commissioning of
Message Signs
Equipment installation, testing and commissioning
shall not take place until after this review has
taken place.
Following the ‘Infrastructure Completion’ (as
detailed in item Clause 2.2 above) the programme
shall allow sufficient time for the HA’s Message
Sign Supplier to install, connect and locally test
the Message Signs and associated devices in
accordance with Appendix 15/1 and the
‘Technology Commissioning Plan’.
The Contractor shall liaise directly with the HA’s
Specialist Message Sign Supplier in order to
determine notice periods and durations of works;
the Contractor shall include this information in the
programme.
Following the installation and local testing of the
Message Signs, the programme shall allow
sufficient time for the system commissioning to
take place in accordance with Appendix 15/1 and
the ‘Technology Commissioning Plan’.
10.
11.
12.
13.
Message Sign Commissioning
MIDAS System Commissioning
ERT System Commissioning
Surveillance CCTV System
Commissioning
Volume 2 – Works Information 28 10 13
The Contractor shall liaise directly with the HA’s
Specialist Message Sign Supplier in order to
determine notice periods and durations of works;
the Contractor shall include this information in the
programme.
Following the installation and local testing of
MIDAS, the programme shall allow sufficient time
for the system commissioning to take place in
accordance with Appendix 15/1 and the
‘Technology Commissioning Plan’
Following the installation and local testing of the
ERT’s, the programme shall allow sufficient time
for the system commissioning to take place in
accordance with Appendix 15/1 and the
‘Technology Commissioning Plan’.
Following the installation and local testing of the
CCTV networks, the programme shall allow
sufficient time for the system commissioning to
take place in accordance with Appendix 15/1 and
the ‘Technology Commissioning Plan’.
Page 108 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
No.
14.
Description
Constraints
Existing Motorway Communications
15.
The Contractor shall not commence any operation
that may affect the integrity of existing motorway
communications equipment until such time as an
operational alternative (temporary or permanent)
or an accepted longitudinal interrupter cable is in
place.
As stated in Appendix 30/5 and 30/12 and
further detailed within the Site
Information.
Environmental and Ecological
Constraints
16.
Work and restrictions to privately and
publicly owned services and supplies
As stated in Appendix 1/16
17.
Restrictions required by Statutory
Bodies
As stated in Appendix 1/16
18.
Traffic safety and management
including notice requirements
As stated in Appendix 1/17
19.
Restrictions arising from the use of
substances hazardous to health
As stated in Appendix 1/24
20.
Trials and demonstrations in advance
of main construction
As stated in Works Information
21.
Compliance with technical approval
procedures in relation to structures or
elements designed by the Contractor,
including awaiting approvals, resubmissions and modifications
As stated in Appendix 1/70
22.
Compliance with technical approval
procedures in relation to temporary
works and structures, including
awaiting approvals, re-submissions
and modifications
As stated in Appendix 1/70
23.
Trials, testing and installation of piles
As stated in the Appendix 16/1
24.
Requirements to control noise and
vibration
As stated in Appendix 1/9
25.
Other Works including maintenance
and construction
As stated in Appendix 1/7 and 1/17
26.
Start / Access / Completion Dates
As stated in Contract Data Part 1
27.
Advance Asbestos Action Plans and
associated surveys
As stated in Asbestos Management Plan
The Contractor shall refer to the suite of documents from the NRTS contractor as
described Clause 1502 of Appendix 15/1. The contractor shall pay particular attention to
the NRTS Contractors constraints which are summarised in Table 1/13/2.
Volume 2 – Works Information 28 10 13
Page 109 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
Table 1/13/2 NRTS Constraints
No.
Description
Constraints
1
Communications Bypasses – NRTS
Mobilisation and Implementation.
See NRTS document
GYS/RGD/PRP/0007 (PS-DS009).
2
Communications Bypasses – Planned
Interruption Notice.
See NRTS document
GYS/RGD/PRP/0007 (PS-DS009).
3
Location of NRTS Buried Assets
See NRTS document
GYS/RGD/PRP/0011 (PS-DS016) Locate
Buried Assets.
4
NRTS Commencement
5
Notifications of NRTS Contractors start of
Inspection of the Scheme’s Civil Roadside
Infrastructure.
6
Production of an initial list of identified
deficiencies by the NRTS Contractor
subsequent to any site inspection visit.
Volume 2 – Works Information 28 10 13
The Contractor shall note that the time period is
variable dependant on the complexity and extent
of the works. The Contractor shall agree the
detailed programme with the NRTS Contractor as
soon as practicable following the identification of
the Scheme area affected by the work.
A two week notice period will apply.
The Contractor shall note: the NRTS Contractor
must provide a “Planned Interruption Notice” to
those parties affected by any disruption to existing
services required to implement Communications
Bypasses and receive consent. This applies to
implementation, reconfiguration and removal
activities.
When confirmed by the RCC, this activity may
require extended period where local conditions
dictate.
A fifteen business days notice period will apply.
The Contractor shall note that the NRTS
Contractor will respond to a submission of an ES1
form, to start work within 48 hours of receipt, this
will confirm any requested programme timescales.
The Scheme should be activated to allow a period
of up to fifteen days to the start of location works.
Once a programme has been agreed then shorter
notice periods can be arranged with the NRTS
Contractor for location and monitoring activities in
accordance with the NRTS Project process
GYS/RGD/PRP/0011. The Contractor shall
further note that details and bookings are
available via the NRTS National Operations
Centre.
Prior to the commencement of the NRTS cabling
or termination work (by the NRTS Contractor), the
Contractor shall ensure that all relevant BS7671
test certification, duct air and mandrel test
certification has been issued to the Overseeing
Organisation.
A notice period of five business days will apply.
The Contractor shall note that the initial
notification of the requirement for remedial action
will consist of a site note/email and the opportunity
for the Contractor’s representative to be shown
the deficiency. Measured from the start of the day
following the completion of site visit day(s)
A notice period of two business days will apply.
The initial notification of the requirement for
remedial action will consist of a site note/email
and the opportunity for the Contractor’s
representative to be shown the deficiency.
Measured from the start of the day following the
completion of site visit day(s)
Page 110 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
No.
Description
Constraints
7
Production of a final list of deficiencies /
photographs etc of identified deficiencies
by the NRTS Contractor subsequent to
any site inspection visit.
8
Notification to attend Inspection of the
Scheme’s Civil Roadside Infrastructure
following remedial works undertaken by
the Scheme.
9
NRTS Contractor Mobilisation following
Acceptance of the Civil Roadside
Infrastructure prior to the start of
installation of Longitudinal Network
components.
NRTS Contractor Mobilisation following
Acceptance of the Civil Roadside
Infrastructure prior to the start of
installation of local cabling and equipment
to support STIs.
Road works - period to install Longitudinal
Network cabling.
10
11
12
Road works - period to install local cabling
and completion of the STI provisioning
works.
13
Following inspection (and separate
mobilisation period where applicable, ref
item 9), the period from the start of the
NRTS Contractor’s installation works for
SDPs within cabinets / housings to the
planned completion of STI provisioning for
HA cabinets / housings to be in place,
Volume 2 – Works Information 28 10 13
A notice period of five business days will apply.
The initial notification of the requirement for
remedial action will consist of a site note/email
and the opportunity for the scheme contractor’s
representative to be shown the deficiency.
Measured from the start of the day following the
completion of site visit day(s)
A notice period two business days will apply.
The initial notification of the requirement for
remedial action will consist of a site note/email
and the opportunity for the scheme contractor’s
representative to be shown the deficiency.
Measured from the start of the day following the
completion of site visit day(s)
A notice period of ten business days will apply.
Concurrent with item 10 below, work must be
completed within the objective of meeting
minimum notice periods
A notice period five business days will apply.
The Contractor shall note that separate local
mobilisation periods may be required where local
ducts / infrastructure are available for inspection
at different times.
The Contractor shall liaise directly with the NRTS
Contractor in order to determine the periods of
time that will be required to install the longitudinal
cables. The Contractor shall include this
information in the programme.
The Contractor shall note that where sectional
completion of Longitudinal Network provisioning is
required then the minimum length of completed
and accepted longitudinal duct network is 5km or
the whole scheme length for shorter scheme
lengths.
The Contractor shall liaise directly with the NRTS
Contractor in order to determine the periods of
time that will be required to install the local cabling
and complete the STI provisioning works. The
Contractor shall include this information in the
programme.
Works period 3 weeks.
During this period the cabinets / housings should
be continually powered and maintained within the
specified environmental conditions. (Where
appropriate to the cabinet / housing), be clean and
dry and only exposed to site conditions during
specific installation and testing works by the
scheme and the NRTS Contractor.
Page 111 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
No.
14
Description
Constraints
Activation of NRTS STIs
This period is variable (typically anything between
2 to 28 days) and the Contractor shall liaise
directly with the NRTS Contractor to determine
the time periods associated with each link. The
Contractor shall include this information in the
programme.
System Commissioning (of a Link) shall not
commence until after the transmission circuits
have been tested and approved and transferred
onto the longitudinal network, and the associated
interrupter cables have been decommissioned as
detailed in Appendix 15/1 and the
‘Communications Commissioning Plan’.
15
Decommission interrupter cables
The Contractor shall liaise directly with the NRTS
Contractor in order to determine the periods of
time that will be required for the NRTS Contractor
to disconnect and connect any equipment from
the interrupter cable on to the longitudinal
network. The Contractor shall include this
information in the programme.
Key dates affecting the delivery of the works are listed in Table 1/13/3.
Table 1/13/3 Key Dates
Condition To Be Met
Key Date
All temporary traffic management to be clear of
carriageway, central reserve and verges except for
the traffic management required to implement the
approved narrow lane layout
During the years of 2013, 2014
Bank Holidays from 06.00 on the Friday before
the Bank Holiday Monday and not reinstated
before 00.01 on the Tuesday alter the Bank
Holiday.
Easter, traffic management to be removed before
06.00 on the Thursday before Good Friday, and
not reinstated before 00.01 on the Tuesday after
Easter Monday
Christmas traffic management to be removed
before 06.00 on the morning of the third working
day before Christmas Day and not reinstated
before 00.01 on the day following the New Years
Day Bank holiday.
Local Events
Volume 2 – Works Information 28 10 13
The contractor is to note the events listed in
Appendix 1/17 and also regularly liaise with the
Area 12 MAC and the DBFO to coordinate the
works with any local events not listed.
Page 112 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
Level of Detail of Programmes
The level of detail in the programme that shall be provided by the Contractor shall not be
less than the following:
Level 1
The programme shall identify all operations, numbered and annotated with earliest and
latest start and finish dates, identifying critical paths and should be easily cross
referenced with the Activity Schedule to enable full understanding of the construction and
commissioning process. The programme shall allow for phased access to the verge to
comply with the maximum permissible coned off lengths of carriageway. The programme
shall also take into account the specified traffic management restrictions (e.g. access
times, running lane requirements, etc). The Level 1 programme shall include, as a
minimum requirement, the following major tasks:
Milestone Dates
Start Date - Contract award
Planned Completion of JV Works
Items to be provided by the Employer
Pre Construction Works
Mobilisation - confirm sub contracts etc
Start on Site
Site establishment
Liaise with NRTS for Interrupters
Junction 30 to Junction 31
Prep Works
Excavate Trial Holes Both Carriageways
Ducting & Preparation for Interrupter Cable at Junction 30
NRTS Cable & Commission Interrupter J30 – J32
Decommission existing live equipment - TechMAC
Traffic Management
Site Clearance
Cross Carriageway Ducting (including necessary preparation/reinstatement works)
Earthworks for Gantries etc, form piling platform
Gantry Base Piling
Gantry Pile Caps
Drainage
Volume 2 – Works Information 28 10 13
Page 113 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
Gantry Groundworks
Comms Infrastructure
Safety fencing
Topsoiling
MS4 Erection
MIDAS Loops
Technology Installation
Cabinet Installation
Ducting Sign off
JV Cabling, Termination and Level 1 and 2 Testing
BS7671 Power Certificates
Equipment (inc CCTV and ERT) Installation
NRTS Longitudinal Cabling and Termination
Install / SAT Standard Transponders
Systems Commissioning Works
Outstation Commissioning
Instation/Systems Commissioning
Junction 30 to 31 Completion
Open to Public Fully Operational
Landscaping
The programme shall clearly indicate critical timings of operations and/or activities, which
are or may be dependent upon decisions or approvals from the Overseeing Organisation
The Contractor shall ensure adequate notice and liaison with the Overseeing
Organisation’s Specialist Suppliers and Contractors is fully accounted for in the
programming of the Works and throughout its duration.
The Overseeing Organisation will call for regular (nominally monthly) progress meetings
to review the Contract and enable a proper assessment to be made of the progress of
the Works. The meetings may be held at the Contractor’s premises, Overseeing
Organisation’s premises, on Site, or at any other location that the Overseeing
Organisation may reasonably require.
The Contractor shall send suitably qualified, informed and responsible staff to such
meetings, and the cost of so doing shall be deemed to be included in the Prices.
All updating required to the Contractor’s programme, to accurately reflect the progress of
the Works, should it differ from the previous issue of the programme, shall be prepared in
sufficient time to enable any revisions to be issued and considered at each progress
meeting. Every issue of the Contractor’s programme shall bear a unique reference
number and issue date. This shall be accompanied with a commentary document
Volume 2 – Works Information 28 10 13
Page 114 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
describing the reason for significant variances and how they have been addressed within
the programme.
For site inspection and approval, the Contractor shall give notice in writing to the
Overseeing Organisation. Where no period of notice is stated elsewhere in the Contract
the Overseeing Organisation will use its best endeavours to carry out the inspection at
the earliest practical opportunity. Forms shall be used where the Overseeing
Organisation has especially provided them for these purposes The Overseeing
Organisation will require reasonable time during normal working hours to carry out his
inspection.
In the case of off-site work, the Contractor shall give the Overseeing Organisation at
least seven days notice in writing stating where and when such works are due to
commence.
The NRTS Contractor will be responsible for the supply, installation, termination and
commissioning of transmission circuits to predetermined locations as identified on the
Contract Drawings (as detailed in Appendix 0/4). The Contractor shall identify these
activities within his programme. The Contractor shall note that safe access to the site
shall be afforded to the NRTS Contractor at all times whilst they are undertaking their
works on site.
Level 2
At least four weeks before the commencement of specialist items of work more detailed
programmes shall be provided including the following:
Traffic management installation and removal
Site Access for the Overseeing Organisation’s Specialist Contractors as stated in the
Communications Commissioning Plan (Volume 3 of the Work Information)
Contractor Designed Elements:
•
•
Contractors designed elements as listed in Appendix 1/10 and 1/11
Submissions of calculations and drawings specifications and method
statements for contractor design elements
•
Ordering of steelwork, concrete, aluminium, support frames for gantries
•
Construction of each Cantilever Gantry and CCTV foundation each site to be
separately identified
Provision of fabrication drawings)
Site Data Loading, including FAT and SAT
Procurement and delivery of equipment and cables (both bulk purchase and non-bulk
purchase items)
Ordering / delivery of contractor provided energy cable
Existing Ducts and Cables:
Volume 2 – Works Information 28 10 13
Page 115 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
•
•
•
Duct proving;
Location, testing and mark out of existing buried apparatus / cables;
Confirmation of the condition / performance of the existing equipment which
is to be retained;
•
Configuration and testing of the gantry mounted equipment at the Gantry
Configuration Facility;
Interrupter Cable and Duct
•
•
•
Installation of interrupter cables duct routes and protection measures
Installation of interrupter cables (by the NRTS Contractor)
Transfer and testing of the transmission circuits from the existing longitudinal
network to the interrupter cables; (by the NRTS Contractor)
•
Installation of cable duct network
•
Inspection of cable duct network (by the NRTS Contractor)
Installation of roadside cabinets
Installation and testing of power, data and video cables
New NRTS network:
•
Installation and testing of the ‘new’ NRTS longitudinal network (by the NRTS
Contractor)
•
Installation and testing of the ‘new’ NRTS service delivery points (by the
NRTS Contractor)
•
Installation and testing of MIDAS loops;
System local commissioning:
•
Standard Transponders installation, connection and local commissioning;
•
Message Sign installation, connection and local commissioning;
•
MIDAS Outstation installation, connection and local commissioning;
•
Surveillance CCTV installation, connection and local commissioning;
•
ERTs installation, connection and local commissioning;
Decommission of interrupter cables:
•
Transfer and testing of the transmission circuits from the interrupter cables to
the ‘new’ longitudinal network;
System Commissioning:
•
Message Sign system commissioning;
•
MIDAS system commissioning;
•
Surveillance CCTV system commissioning;
•
ERTs system commissioning;
Provision of Test Certificates / Handover Documentation
Assessment of Environmental Impact and Site Surveys
Conforming with the Asbestos Management Plan and carrying out asbestos surveys
and Asbestos action plans before commencing works
Level 3
The Contractor shall note that further breakdown on items and other details as may be
required
Volume 2 – Works Information 28 10 13
Page 116 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/13
Monitoring
The Contractor shall supply the Overseeing Organisation with the programme and any
subsequent revisions. The Contractor shall attend meetings as are necessary and
relevant to ensure that mutual agreement exists concerning the validity of the computer
model of the Contractors Programme
Volume 2 – Works Information 28 10 13
Page 117 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/14
APPENDIX 1/14
PAYMENT APPLICATION
General
The Contractor will assess and identify the equivalent Defined Cost from his cost report
and schedule of accruals. This shall be presented in the format described in Clause Z6.
The Contractor shall submit by the middle of the applicable month, in accordance with
commercial reporting calendar agreed date schedule an application for payment
identifying the Price for Work Done to Date (PWDTD) up to and including the
assessment date. The assessment date shall be the last Sunday of each month.
The Contractor will provide a cost report generated by his cost management system.
The cost report will identify all transactions against the contract. In addition to the cost
report the Contractor will submit a schedule of accruals indicating amounts which will
have been paid by the Contractor before the next assessment date.
Along with the cost report and the schedule of accruals, the Contractor will provide a
spreadsheet in excel format, which identifies all transactions identified below in separate
columns:
All People components of Defined Cost identified in the Schedule of Cost
Components (SCC), components 1.1 to 1.2 inclusive and 4.0;
All Equipment components of Defined Cost identified in the SCC, component 2.0 ;
All Plant and Materials components of Defined Cost identified in the SCC,
component 3.0 ;
All Subcontract components of Defined Cost identified in the SCC, component 5.0 ;
All Charges components of Defined Cost identified in the SCC, component 6.0;
All Manufacture and Fabrication components of Defined Cost identified in the SCC,
component 7.0 ;
All At Cost Item components of Defined Cost identified in the SCC component 8.0;
All Design components of Defined Cost identified in the SCC;
All Insurance components of Defined Cost identified in the SCC;
All costs that are deemed to be included within the direct fee percentage or
subcontracted fee percentages;
All costs that are deemed to be included within the Associated Companies
Overhead percentages or Working Areas Overhead percentages;
Any Disallowed Costs.
The Contractor shall, at the same time as he submits a Payment Application in
accordance with the above, submit a month by month spend profile indicating recorded
Defined Cost for works carried out to date and the Forecast Defined PWDTD to the Final
Volume 2 – Works Information 28 10 13
Page 118 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/14
assessment along with any other amount due to be added or deducted in accordance
with the Contract, for example Forecast Contractor's Share.
Volume 2 – Works Information 28 10 13
Page 119 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/16
APPENDIX 1/16
PRIVATELY AND PUBLICLY OWNED SERVICES & SUPPLIES
1.
Preliminary enquiries have been made with the Statutory Bodies that have plant
located within or close to the limits of the works. Full details of these enquires is
contained in the PCF product ‘Statutory Undertakers Estimate’ which is available from
the Overseeing Organisation.
2.
A set of Statutory Undertakers drawings has been compiled bringing together all of
the information provided by the Statutory Bodies. These drawings form part of the
Site Information.
3.
The Contractor shall comply with the special requirements of the following Statutory
Bodies:
i. National Grid plc
ii. National Telecommunications Ltd
iii. British Airports Authority
iv. British Telecommunications plc
v. Motorway Communications Systems
vi. Water and Sewerage Companies
vii. Electricity Distribution Companies
viii. National Roads Telecommunications Services
ix. National Traffic Control Centre
x. Traffic Information Services
xi. Trafficmaster
xii. Environment Agency
xiii. Local Authorities and District Councils
xiv. Coal Authority
xv. British Waterways Board
xvi. Cable Television Companies
xvii. British Pipeline Agency
Volume 2 – Works Information 28 10 13
Page 120 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/16
xviii. Government Pipeline and Storage System
xix. Traffic Control Systems
xx. Department of Environment, Food and Rural Affairs
xxi. The Civil Aviation Authority
xxii. Network Rail
xxiii. Royal Air Force
xxiv. Transco
Special requirements of the above Statutory Bodies are included in Annex A to this
Appendix where they are directly affected by the works. The Contractor shall be
responsible for verifying with each Statutory Body the currency of the Special
Requirements included in Annex A.
4.
Existing cables affected by the Works shall be located and exposed by the
Contractor. Sufficient lengths of cables shall be exposed to allow for the realignment
clear of the Works, as required by the Overseeing Organisation.
5.
Unless prior approval is obtained by the Overseeing Organisation, electrical supplies
shall be maintained at all times. The Contractor shall be responsible for the provision
of all temporary supplies prior to existing supplies being terminated.
6.
Existing drainage, affected by the Works, shall be realigned or diverted as required.
All new drainage works shall be carried out in accordance with Series 500 of the
Specification, together with the requirements of Appendix 5/1.
DISTRIBUTION NETWORK OPERATOR (DNO) ELECTRICITY SUPPLIES
7.
The Contractor shall be responsible for the liaison, co-ordination, phasing and
programming of the Works such that the DNO electricity supplies are available at
each location detailed on the scheme drawings and summarised the 1500 Series
Equipment Schedules. Much of the work involved in arranging new communications
Electricity Interfaces (EIs) has already been completed as early works. The DNO and
Electricity Supplier are ready to install their equipment as soon as the 609 EI
Cabinets are installed (by the scheme).
8.
Activities completed to date include:
Obtained confirmation from the DNO that the existing EI Cabinets (DNO supplies)
have sufficient capacity to meet the scheme’s requirements
Volume 2 – Works Information 28 10 13
Page 121 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/16
Upgraded 5 No. existing supplies from unmetered to metered (to comply with the
DNO’s regulations)
Ordered and paid for 3 No. new DNO supplies (1 required Wayleave obtained)
Ordered and paid for 3 No. new electricity meters
Installed new cabinet labels on existing DNO supplies with missing or non-standard
labels, and ordered 3 No. new labels for the 3 new supplies
9.
The new and existing DNO electricity supplies required for the scheme are listed in
the 1500 Series Equipment Schedules, document reference 5118933/02/JB/047, and
shown on 1501 Series Communications Drawings (Appendix 0/4).
10.
Installation drawings for the new EI cabinets are provided in Appendix 0/4 (Drawings
5118933/HW/1506/001 to 003).
11.
Details of the orders for the 3 new DNO supplies and electricity meters are provided
in Annex B.
12.
DNO contact details:
Donna Rhodes
Estimator
Northern Powergrid
Nothumbria Works
Mill Street East
Dewsbury
WF12 9AH
Tel: 0113 2415251
Email: [email protected]
13.
Electricity Supplier contact details:
Laura Irons
Business Growth Key Accounts
Connections & Metering Department
British Gas Business
Floor 1, 4 Callaghan Square
Tresillian Way
Volume 2 – Works Information 28 10 13
Page 122 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/16
Cardiff
CF10 5BT
Tel: 07557611883
Email: [email protected]
Volume 2 – Works Information 28 10 13
Page 123 of 207
M62 Junction 30 32 CCTV & MIDAS Scheme
Appendix No. 1/16
PRIVATE AND PUBLICY OWNED SERVICES AND SUPPLIES IMPACTED BY
THE WORKS
1.
Table 1/16/1 details the location of existing services which may be impacted by the
works.
2.
Correspondence relating to each of the enquiries for the works described below can
be found at Annex A together with any special requirements.
3.
Currently no diversionary works are identified, although C3 responses have not been
received for a number of sites.
4.
The names and addresses of the Statutory Bodies for each location are listed below
:Table 1/16/1– Privately and Publicly owned Services and supplies
Statutory
Undertaker
Northern Power
Grid
Northern Power
Grid
Northern Power
Grid
Description
Installation of A chamber (max
depth 2m) and construction of king
post wall 7.5m length. In vicinity to
NPG stub?
Regrade embankment, 0.5m
benching then widen increasing
depth by 1m. In vicinity of NPG
stub?
Installation of duct (1m depth) at
bottom of embankment, crossing
NPG carriageway crossing.
SU Postal
Address
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Diversion
Required
No
No
No
Awaiting
response
Yorkshire Water
Installation of duct (1m depth) at
bottom of embankment, crossing
Yorkshire Water carriageway
crossing.
Volume 2 – Works Information 28 10 13
Safe Move
PO Box 682
Bradford
BD3 7YT
Page 124 of 207
M62 Junction 30 32 CCTV & MIDAS Scheme
Appendix No. 1/16
Statutory
Undertaker
Yorkshire Water
BT
BT
Northern Power
Grid
Northern Power
Grid
Northern Power
Grid
Description
Installation of duct (2m depth) at
bottom of embankment, crossing
Yorkshire Water carriageway
crossing.
Installation of duct and chamber
(2m depth) installed in the vicinity
of BT carriageway crossing.
Installation of Safety Barrier (1m
post depth) over BT cable crossing.
Installation of mini retaining wall
(1m depth), safety barrier (2m post
depth) and construction of gantry
platform on screw piles (10m
depth) 25m away.
Installation of cantilever and
associated piling, 60m from OH
Installation of communication
chambers 1in close vicinity to OH.
Volume 2 – Works Information 28 10 13
SU Postal
Address
Safe Move
PO Box 682
Bradford
BD3 7YT
PP WGT2F
Westgate TE
Cavendish
Street
Leeds
West Yorkshire
LS3 1LY
PP WGT2F
Westgate TE
Cavendish
Street
Leeds
West Yorkshire
LS3 1LY
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Diversions
Northern Power
Grid
Northumbria
Work
Mill Street East
Dewsbury
WF12 9AH
Page 125 of 207
Diversion
Required
Awaiting
response
Awaiting
response
Awaiting
response
No
No
No
M62 Junction 30 32 CCTV & MIDAS Scheme
Appendix No. 1/16
OVERHEAD CABLES
5
Schedule 1/16/2 of this Appendix lists the approximate locations of overhead
cables above the works where they have been provided by the statutory body or
from LiDAR survey. The contractor shall undertake a survey of the overhead
cables to determine actual clearances and provide method statements indicating
safe working practices in these areas. The locations of the overhead cables are
shown on the Statutory Undertakers drawings provided in the Site Information.
Table 1/16/2 – Overhead Cables
J30
to
J31
link
J31
to
J32
link
Reference
Number
Approx
Chainage
1
25318-25332
NORTHERN
POWERGRID
Not Surveyed
Unknown
2
26670-26740
NORTHERN
POWERGRID
Surveyed but height
information unavailable
Unknown
3
31870-31880
NORTHERN
POWERGRID
4
33800-34500
National Grid
5
34040-34250
National Grid
Surveyed but height
information unavailable
National Grid Drawing
available
Surveyed but height
information unavailable
Volume 2 – Works Information 28 10 13
Overhead Cables
Information
Page 126 of 207
Approx height
above
motorway
Unknown
8m
Unknown
M62 Junction 30 32 CCTV & MIDAS Scheme
Appendix No. 1/16
Appendix A – SPECIAL REQUIREMENTS
Awaiting returns from Stats Suppliers
Volume 2 – Works Information 28 10 13
Page 127 of 207
M62 Junction 30 32 CCTV & MIDAS Scheme
Appendix No. 1/16
Appendix B – NEW DNO SUPPLY ORDER DETAILS
New DNO Supply Order Details
Eqpt
EI ID
Status
DNO ENQ Ref.
Electricity Supplier
Meter Ref.
MPAN
609 EI
EI 122/6B
New
ENQ878974
ENQ5223707
QUO5209470
ES0093112
2380001959146
609 EI
EI 123/4A
New
ENQ878971
ENQ5224548
QUO5210240
ES0093117
2380001962088
609 EI
EI 126/9B
New
ENQ879028
ENQ5223705
QUO5209468
ES0093107
2380001960569
Volume 2 – Works Information 28 10 13
Page 128 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
APPENDIX 1/17
TRAFFIC SAFETY AND MANAGEMENT
Introduction
Introduction
The Overseeing Organisation have adopted the requirements of Chapter 8 of the Traffic
Signs Manual, Traffic Safety Measures and Signs for Road Works and Temporary
Situations Part 1: Design 2009 (Chapter 8 Pt. 1) and Part 2: Operations 2009 (Chapter 8
Pt. 2). The Contractor shall design, provide, maintain and remove all temporary traffic
management necessary in accordance with the recommendations of these documents.
Where the requirements of this Appendix conflict with the above documents the
requirements of this Appendix will take precedence
All references within Chapter 8 Parts 1 and 2 to the word “should” shall be interpreted as
an essential (or mandatory) requirement of compliance by the Overseeing Organisation.
All references within Chapter 8 Parts 1 and 2 to the word “may”, shall be interpreted as a
course of action that is strongly recommended, and can only be dismissed by prior
agreement with the Overseeing Organisation.
Traffic Safety and Management Requirements – Design
General
The Contractor shall appoint a Traffic Management Designer who will be responsible for
designing the required layouts in accordance with Chapter 8 Pt. 1 and the requirements
of this Appendix. As such the approval of appropriate personnel to undertake this activity
is a requirement of the CDM Regulations 2007. The Client has requested that the CDMC
undertake the appropriate review of competency and resources in this matter and
appropriate CVs must be submitted as part of the Construction Phase Plan approval
process. The designer will need to meet with the requirements as set out in Appendix 4
of Managing Health and Safety in Construction, Construction (Design and Management)
Regulations 2007 Approved Code of Practice.
The Contractor shall be responsible for the provision of all traffic safety and management
necessary to fulfil the requirements of the Works. The Contractor shall submit within 14
days of the award of contract an agreed traffic management programme, which shall
identify the traffic management system, associated with each construction activity and
the duration for which each traffic management system will operate.
The Contractor should note that some parts of the working areas will require layouts not
identified within Chapter 8 Pt. 1. In these circumstances the traffic management designer
shall propose a design to the Overseeing Organisation using the general principles
contained within Chapter 8 Pt. 1 and in accordance with the requirements of this
Appendix. The traffic management designer will be responsible for the preparation of
Departures from Standard along with supporting justification identifying the benefits that
will be realised if the departure is approved.
The Site will include the lengths of motorway identified in the drawings 5118933/HW/100.
The working areas necessary to accommodate the approach zones, lane-change zones,
Volume 2 – Works Information 28 10 13
Page 129 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
lead-in zones and end-of-works zones beyond the defined extent of the site are to be
identified by the Contractor and agreed with the Overseeing Organisation.
For details of access and completion dates refer to Contract Data Part 1.
The Contractor’s traffic management designer will consult the following parties in the
preparation of his detailed traffic management design:
The Overseeing Organisation’s Traffic Management Co-ordinator
Roger Wantling,
Highways Agency, Lateral, 8 City Walk, Leeds, LS11 9AT
Tel +44(0)113 2836519, Fax +44(0)113 2835480
Email: [email protected]
Highways Agency Regional Control Centre,
Clive Smith
Calder Park, Kestral House, Plot C41, Calder Business Park, Dale Road,
Denby, Wakefield, West Yorkshire WF2 7UA
Tel: 07824 450928
E-mail: TBC.
M1-A1 Link DBFO
Mark Mageean
Operations Manager
Connect Roads Limited
Bramham Maintenance Compound
Spen Common Lane
Tadcaster
West Yorkshire
LS24 9NS
Telephone: 01132 814 400, 01132 812 238, 07974 235 91
www.connectroads.com
Volume 2 – Works Information 28 10 13
Page 130 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Area 12 MAC:
AOne +
Area Watchman: Norman Yeatman
A One +, Tyler Close, Normanton Industrial Estate, Wakefield, WF6 1RL.
Tel: 01924 225600
Mob: 07540 557709
Web: www.aone.uk.com,
The 24 hour control room is based in NE RCC Calder Park, Wakefield, Tel:
08443 7283879xxx
The processing of road space bookings can be discussed with Debby
Abson, Tel: 01924 225663.
National Roads Telecommunications Services Contractor
(NRTS Co): Fluor GeneSYS:
9 Ridgeway, Quinton Business Park, Birmingham, B32 1AF.
Tel: 08456 032 239 (National Operations Centre)
HA Traffic Officers:
North East Regional Control Centre
Contact: Peter Sheldon
Calder Park, Kestral House, Plot C41, Calder Business Park, Dale Road,
Denby, Wakefield, West Yorkshire.
Tel: TBC, Email: TBC.
Motorway Police:
West Yorkshire Police:
Contact: Mark Mitchell
West Yorkshire Police Headquarters, PO Box 9, Wakefield, WF1 3QP.
Tel: 0845 6060 606, Email: TBC.
The following adjoining Highway Authorities shall be consulted by the Contractor in the
design of his temporary traffic management and it may be necessary to utilise their
roadspace to accommodate the approach zones, lane-change zones, lead-in zones and
end-of-works zones and diversion routes. The adjoining Highway Authorities at the time
of compilation of this document are :
Local Authorities:
Leeds City Council
The Chief Executive
Civic Hall, Calverley Street, Leeds, LS1 1UR.
Tel: 0113 234 8080, Email: TBC.
Wakefield Metropolitan District Council
The Chief Executive
Newton Bar, Leeds Road, Wakefield, WF1 2TX.
Tel: 0845 850 6506, Email: TBC.
Volume 2 – Works Information 28 10 13
Page 131 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
The Contractor will be required to notify the following emergency services of any
intended traffic management proposals 14 days in advance of the start of works.
Yorkshire Ambulance Service
Springhill
Brindley Way
Wakefield 41 Business Park
Wakefield
WF2 0XQ
Tel: 0845 124 1241
Fax: 01924 584233
West Yorkshire Fire and Rescue Service
Oakroyd Hall
Bradford Road
Birkenshaw
West Yorkshire
BD11 2DY
Tel: 01274 682311
General fire safety advice call our free hotline: 0800 5874536
Unless expressly permitted within this Appendix, lane closures will only be available
overnight during the following hours:
Monday – Thursday
Friday
Saturday
Sunday
20:00 – 06:00
20:00 – 06:00
20:00 – 06:00
20:00 – 06:00
Lane Closures will only be permitted outside the above hours on justification of the
necessity for extended closures in this area for the construction of the works.
Slip Roads
Closure of any slip road lanes shall be agreed in advance with the Regional Operations
Board
All the Above Locations
The use of daytime lane closures will not be permitted during any Holiday Periods, as
defined in this Appendix.
Subject to traffic flow restrictions specified in this Appendix, full closure of the motorway
and/or slip roads will only be available overnight during the following hours:
Monday – Thursday
21:30 – 05:30
Friday
22:00 – 08:00
Saturday
20:00 – 10:00
Sunday
22:00 – 05:30
Motorway closures will not be permitted within the first three working days of the
Christmas Holiday Period or within the first 24hrs of any other Holiday Period, as defined
in this Appendix.
The Contractor will be required to keep the number of overnight motorway closures to an
absolute minimum to complete the works.
The Contractor shall notify the Overseeing Organisation, Managing Agent Contractor and
where appropriate, the Concessionaire, at least twelve weeks in advance of the intended
Volume 2 – Works Information 28 10 13
Page 132 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
closure programme for each motorway affected. This information will be used by the
Overseeing Organisation to advise the general public in advance of the intended closure
programme. Deviation from the intended closure programme will not be permitted.
The use of contra-flow will not be permitted at any time.
The Contractor shall note that the times quoted in this Appendix are for the ‘first cone on’
to the ‘last cone off’ the motorway respectively but are still subject to the maximum
permitted traffic flows as stated in Chapter 8. No extension of time will be allowed to
those stated in this Appendix.
Except as stated otherwise the use of the hard shoulder as a running lane will be
permitted at all times in the following locations:
M62 main carriageway
Before any of the above sections are trafficked during the day all chambers and gullies
within the hard shoulder are to be strengthened or replaced.
Except as stated otherwise the use of the hard shoulder as a running lane will be
permitted overnight, as defined in clause 12 above, in the following locations:
M62 main carriageway
The Contractor will be required to provide traffic management for the Overseeing
Organisations specialist Technology Suppliers to carry out project works and; these
Technology Suppliers will be deemed as a Contractor as defined under the CDM
Regulations 2007 and be responsible to the Principal Contractor at all times. For details
of specific requirements see the Operations section of this Appendix.
Safety Clearances
At all times when personnel are inside a works area they shall be protected by a safety
zone between the works area and lanes open to traffic. Where traffic management
incorporates Temporary Vehicle Restraint System, then the safety zone may be reduced
to dimensions stated in TD 19/06.
The safety zone in each works area shall extend over the anticipated length of the area
in which personnel and equipment (excluding short stay vehicles) are working + 200
metres (i.e. 100 m at each end). For example If the length of the anticipated area in
which personnel are expected to work in a given work period were 600 m, then the
delineated safety zone would be (100 m + 600 m + 100 m) 800 m total.
The safety zone shall be a minimum of 1.2m wide over the distance of the working space
and shall be clearly defined by one of the following:
i)
A complete temporary vehicle restraint system adjacent to the trafficked lane.
An inner row of cones with tape. The inner cone shall be placed and maintained in
a position alongside the outer traffic delineation cone, with bases touching
transversely. Tape used for delineation of the Safety Zone shall be securely
fastened to obviate dislodgement by wind etc.
iii) Traffic cones at a maximum of 3m centres in the vicinity of junctions and other
possible areas of increased risk or as indicated by the Overseeing Organisation.
The Contractor shall note that the requisite safety zone is unlikely to be achieved when heavy
equipment (e.g. lifting equipment, JCBs, HGV’s etc.) is parked on the hard shoulder. In
such instances an alternative method will be required such as combined hard shoulder
and lane 1 closure, or narrow lanes. The Contractor shall also note that for heavy
ii)
Volume 2 – Works Information 28 10 13
Page 133 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
equipment being utilised in the central reserve or lane 3, similar requirements may be
necessary, that is combined lane 3 and lane 2 closures, narrow lanes or hard shoulder
running may be required.
Lane Widths
The use of narrow lane running will be permitted when used in conjunction with a 50 mph
speed limit in the following locations.
M62
The permitted width of lanes shall be as described in Chapter 8 as follows:
Three Lane Motorways
Lane 1 3.25m
Lane 2 3.0m
Lane 3 2.75m
Two Lane Link and Slip Roads
Lane 1 3.25m
Lane 2 2.75m
Two Lane Link and Slip Roads within 800m on approach to the point where lanes
segregate by destination.
Lane 1 3.25m
Lane 2 3.25m
Single Lane Link and Slip Roads
Lane 1 3.25m
Lane Capacity
The Contractor shall note that the Works will be carried out under very heavy traffic
conditions on busy sections of motorway.
Setting out and the maintaining of traffic management shall be restricted to times when
traffic flows fall below 1500 vehicles per lane per hour depending on location, prevailing
conditions and events (emergency or urgent work excepted). The number of lanes for
the purpose of this calculation shall be the number of lanes available after the installation
of the traffic management. The Contractor shall undertake traffic counts prior to setting
out all traffic management installations. Records of these counts shall be maintained by
the Contractor for review at any time by the Overseeing Organisation.
Length of Works
The distance between sites of hard shoulder only closures, that do not incorporate
narrow lanes or a 50 mph temporary speed limit, shall not be less than 600m.
There is no restriction on the length of roadworks other than the requirement for the
Contractor to gain acceptance of his proposed traffic management phasing from the HA
North Regional Operations Board (ROB). The objective of the proposed phasing is to
minimise disruption to the travelling public which will entail longer working areas but a
reduced overall programme.
Safe Taper Positions
Traffic Management proposals are to be agreed with the Overseeing Organisation.
Speed Control/Temporary Speed Limits
A 50 mph mandatory speed restriction on the M62 mainline and/or slip roads has been
made by the Highways Agency to enable safe construction of the works.
Volume 2 – Works Information 28 10 13
Page 134 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Further to Chapter 8 D3.7.16 the maximum spacing of repeater speed limit signing shall
be 300m on both sides of the carriageway.
Reduction In Visibility Distance
As Chapter 8 Pt 1.
Use Of Delineators
As Chapter 8 Pt 1.
Use Of Safety Barriers
The Contractor is the Design Organisation for the identification of a requirement for, and
the specification of performance criteria of, Temporary Vehicle Restraint. The design
standard is TD19/06. The Contractor shall undertake the risk assessment and design
process required in TD19/06 in conjunction with the design of the Temporary Traffic
Management taking account of the nature, location and duration of work activities with
consideration of the requirements of this Appendix, and in particular the need to
accommodate broken down vehicles.
Temporary Road Markings And Studs
Temporary road markings shall be either permanent or temporary road markings to
Specification Clause 1212. Any markings removed as a result of traffic management will
be required to be replaced before the section of motorway/slip road is re-opened to
traffic.
Temporary road marking legends shall be 2.8 metres in length and all temporary arrows
shall be in a white proprietary prefabricated road marking material.
All temporary lines shall be to the current “Traffic Signs Regulations and General
Directions”
All lane, edge lines and hatched areas not shown on the traffic management drawings
shall be removed whilst temporary working is in operation. The masking of existing lines
in Specification Clause 1212.19 will not be permitted. Removal of all road markings, both
existing permanent and temporary, shall be undertaken in a manner that will avoid
damage to the road surface. This will include water blasting, scabbling or forced air
abrasive (shot blasting). ‘Jack hammering’ or the use of hot compressed air will not be
permitted at any time.
All existing road stud bases that will be within a temporary lane for standard
works are to be removed. All existing road studs and road stud bases affected by
traffic management are to be removed and the resultant voids reinstated as
stated in Appendix 7/1. Any existing road studs removed as a result of traffic
management will be required to be replaced before the section of motorway/slip
road is re-opened to traffic. There is no requirement to replace removed studs, or
stud bases, with the same type.
Where traffic is to be run on the hard shoulder, for standard works, a 100mm wide white
line shall be provided at the back of the hard shoulder as follows:
Where there is a kerb present a line to Diagram 1012.1;
Elsewhere a ribbed line to Diagram 1012.2 with the spacing at 500mm
centres.
Volume 2 – Works Information 28 10 13
Page 135 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Where used Saturn yellow-bodied roadstuds shall comply with Clause 1213, be at 1.5
metre centres and reflectors shall be amber to the right of traffic, red to the left of traffic.
The studs shall be appropriate for the location concerned and shall not be used for a
second application. Where used to create a diagram 1004.1 marking the studs shall be
at 1m centres.
At entry and exit slips roads where the traffic is running on the hard shoulder the
permanent green reflective roadstud inserts shall be removed. Temporary white
reflective studs shall be placed beside the temporary broken white line at 3m centres.
Those temporary studs shall be removed and the permanent reflective roadstuds, or
inserts replaced before traffic uses the motorway in the normal manner. For standard
works, the diagram 1010 line at merge and diverge zones shall have non depressible
road studs, coloured green, at 3m centres.
When ever the hard shoulder is brought into use for Type A traffic management schemes
as a traffic lane for standard works, the existing red inserts or red stick on studs shall be
removed and replaced with white inserts or white stick on studs as appropriate. The road
studs shall be reinstated to their original colour and design on completion of the work and
prior to traffic returning to normal motorway use.
Road Danger Lamps
The Contractor shall provide backlit sequentially flashing lamps to highlight all taper
coning.
Rotating Reflector Delineators
As Chapter 8 Pt. 1.
Delineation
As Chapter 8 Pt. 1.
Diversions/Road Closures
The Contractor is advised that diversion routes during the closure of sections of
motorway and/or associated slip roads will require tactical diversion routes to be used.
Some tactical diversion routes are fully agreed between the Highways Agency, the Police
and local Highway Authority and have the necessary signing infrastructure in place.
Where the traffic management proposals include the closure of a public highway, details
of the signing associated with a proposed diversion route shall be submitted within these
proposals.
Details of the tactical diversion routes and the relevant local authorities are shown in the
Volume 4 - Site Information, for information only.
In the event of any carriageway closure, the Contractor shall be responsible for the
installation and maintenance of diversionary signing. All proposed traffic measures
associated with the closure will be subject to the approval of the Overseeing
Organisation, the Police and the Area Managing Agent Contractor.
The Contractor shall be responsible for surveying the diversion routes to establish the
design parameters, liaising with the police, the relevant Highway Authority and the
Overseeing Organisation, and for subsequently designing any supplementary signing for
the diversions. Full details must be submitted to these parties for their approval 4 weeks
prior to implementation of the diversion in order to book the relevant roadspace through
the Overseeing Organisations Traffic Management Co-ordinator.
Volume 2 – Works Information 28 10 13
Page 136 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
The Contractor shall inform the relevant Highway Authority at the earliest opportunity
when the planned diversion(s) will take place. The Contractor shall liaise with the
Highway Authorities to ensure that the diversions do not take place when there are
planned major works or significant public events taking place which will generate traffic
delays on the diversion routes.
Restricted Headroom/Working Overhead
Over bridges that have restricted headroom over the hard shoulder must be highlighted
by cones and signs.
Junction Within Road Works
At motorway merges and diverges within the works area, the Contractor’s Traffic
Management Designer shall submit details of the proposed traffic management
arrangements to the Overseeing Organisation for approval at least 14 days in advance of
the intended implementation date.
Surface Condition
As Chapter 8 Pt. 1.
Carriageway Edge Condition
As Chapter 8 Pt. 1.
Works Off The Carriageway Not Requiring Guarding And/Or Signs
Not used
Works Access and Exit
Access to and from the live sections of motorway, slip roads and main carriageways
shall be only by means of recognized slip roads at existing junctions and service areas.
The use of multiple entry and exits for works traffic shall be minimised and shall not be at
closer spacings than one every 1500m with at least one permitted for each individual
hard shoulder closure. Arrangements for, and the position of, works access and exits
shall be agreed in writing with the Overseeing Organisation in advance, and shall not be
changed without the Overseeing Organisations acceptance.
Routes For Site Vehicles
Contractor's vehicles shall only enter or leave any coned off areas at the signed works
entries and exits, as specifically approved by the Overseeing Organisation in the normal
direction of travel.
Haul Routes
Not used.
Material Storage
The stockpiling of materials at any time, or the parking of constructional plant outside of
the designated work areas (i.e. overnight etc.), will not normally be permitted on the
motorway verge unless otherwise approved by the Overseeing Organisation.
Traffic Signal Maintenance
Not used.
Traffic Surveys
As Chapter 8 Pt. 1.
Vehicle Weight And Condition Checks
Not used.
Volume 2 – Works Information 28 10 13
Page 137 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Road Condition Surveys
Not used.
Surfacing
Not used.
Road Markings
All road marking operations are to be carried out under lane closures or full motorway
closures only.
Inspection Stops
As Chapter 8 Pt. 1.
Non-Motorised Road Users
Not used.
Emergency Traffic Management
As Chapter 8 Pt. 1.
Emergency Access
The Contractor shall at all times provide and maintain an emergency route through the
coned area for emergency services including fire, ambulance and police vehicles. This
route shall be kept clear of materials, plant and equipment at all times when works are
not in operation.
Vehicle Recovery
The requirements for vehicle recovery are described in Appendix 1/20 Recovery Vehicles
For Breakdowns.
Further to Chapter 8 D6.9.5 in cases where the length of hard shoulder works exceeds
1.5km at least one refuge in the hard shoulder shall be provided if required by the
emergency services.
Surveillance/Use Of CCTV
The requirements for temporary CCTV surveillance are described in Appendix 1/26
Temporary Closed Circuit Television (CCTV) System For The Monitoring Of Traffic.
A Temporary Automatic Speed Camera System for the enforcement of Mandatory Speed
Limits at Roadworks (TASCAR) shall be provided in accordance with Appendix 1/26 and
Appendix 1/27.
Temporary Traffic Regulation Orders
The following Temporary Traffic Orders will be made by the Highways Agency for the
works:
A
50 mph mandatory speed restriction on the M62, M621 links, M1 links and
M606 links and/or slip roads.
B
Temporary closure of slip roads.
C
Temporary closure of M62 eastbound carriageway.
D
Temporary closure of M62 westbound carriageway.
E
Deleted.
F
Deleted.
G
Hard shoulder running on the M62/ mainline and slip roads.
H
Narrow lanes on the M62 mainline.
The Contractor shall note that a period of twelve weeks must be allowed for the approval
and implementation of Temporary Traffic Regulation Orders for standard roadwork’s
Volume 2 – Works Information 28 10 13
Page 138 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
including full closures of slip roads or motorway carriageways. The twelve-week period
shall commence when completed data is submitted to the Overseeing Organisation in an
agreed format. The Contractor shall provide precise documented proposals in support of
all applications for such orders, other than those already provided for under the Contract,
for the approval of the Overseeing Organisation. The Contractor shall ensure, following
discussion with the Overseeing Organisation, that where the 12 weeks is not achievable
within the works period Temporary Traffic Regulation Orders are applied for in advance
of the actual start of works on site.
Hard shoulder closures shall only be permitted on or in the vicinity of slip roads, where in
the opinion of the Overseeing Organisation, sufficient sight lines exist to enable the safe
access and egress of works vehicles to and from the site. In order to achieve this, the
Contractor shall allow for sufficient additional lengths of coning.
Publicity
The Contractor shall be permitted to display his logo only in the instances described as
follows and in strict accordance with the Highways Agency’s Visual Branding Guidelines.
Authorisation from the Overseeing Organisation shall be sought prior to installation.
Traffic sign 7008
Site office signs
Works access signs on closed / uncompleted carriageways.
Other delivery points at compounds.
Signs at main / rear public facing entrances to Contractor compounds.
Scheme-related posters, where a case can be made for doing so
Tunnels
Not used.
Transition Sections
Not used.
Scaffolding
Not used
Traffic Safety and Management Requirements – Operations
Operational Issues
General
For details of permitted carriageway, lane closures and other traffic management
restrictions see the Design section of this Appendix.
For details of Temporary Traffic Regulation Orders see Clause 76 in the Design section
of this Appendix.
There will be no provisions, within the highway boundaries of the motorway for the
Contractor to establish temporary offices or a compound. Temporary toilet facilities or
small rest huts may be located within the work areas,.
The Contractor shall appoint a senior member of his staff who shall be solely employed
to act as Traffic Safety and Control Officer and shall notify the Overseeing Organisation
of his name and telephone numbers and the name and telephone numbers of his deputy
Volume 2 – Works Information 28 10 13
Page 139 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
before the commencement of the Works on site. The Safety Officer shall be directly
employed by the Contractor and have the following duties and status:
i)
24 hour every day availability in emergency (with a nominated deputy if necessary);
ii)
Liaison with the Overseeing Organisation, Police and specified Managing Agent
Contractor/Concessionaire on the listed duties;
iii)
Arranging and agreeing carriageway, lane, slip road and hard shoulder closures;
iv)
Traffic control including entry and exit of the works site traffic onto the motorway
open to traffic;
v)
Controlling traffic during periods of time when traffic restrictions are necessary and
ensuring that all traffic control requirements are met;
vi)
Inspection and maintenance of all traffic management equipment;
vii) Arranging duties for watchman (if applicable) so that the site is patrolled;
viii) Dealing with traffic in emergencies including the maintenance of the emergency
route and notifying the police immediately of any accidents or emergencies;
ix)
Responsibility for controlling the safe working of plant machinery and men
immediately adjacent to the motorway open to traffic;
x)
Notifying the Contractor’s Agent and the Overseeing Organisation of any
deterioration of any safety precautions, including traffic signs, temporary road
markings and the motorway road surface;
xi)
Ensuring that every employee of the Contractor, sub-contractors or any other
appropriate personnel are issued with the relevant safety induction and instruction.
xii) Ensuring that areas of the road network not properly signed and coned-off should
not be entered.
xiii) Ensure that every employee of the Contractor and any sub-contractor thereof
complies fully with the requirements of Clause 117 with respect to the wearing of
approved high visibility garments and in this respect shall be worn in all work areas
defined in Appendix 1/17;
xiv) Ensuring that all vehicles using the site are maintained and serviced to appropriate
standards;
xv) The Contractor must provide the Overseeing Organisation with day, night and
portable telephone numbers for the Safety Officer and his deputy, for notification to
the police and Area Managing Agent Contractor;
xvi) The Safety Officer and his deputy shall carry a portable telephone at all times when
absent from the day or night telephone. The portable telephones shall be provided
by the Contractor;
xvii) The Contractor shall provide a direct communications link with the Overseeing
Organisations Traffic Management Co-ordinator and this link shall be available
throughout the period of the Works;
xviii) The Traffic Safety and Control Officer shall be responsible for liaison with the
personnel responsible for the implementation of any adjacent and/or overlapping
Volume 2 – Works Information 28 10 13
Page 140 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Traffic Management Systems in order to ensure compatibility of the Contractor’s
Traffic Management proposals with these systems;
xix) The Traffic Safety and Control Officer shall when required take instructions directly
from the Overseeing Organisation (or the Police, if the Police have assumed control
in the case of traffic incidents or accidents) and during periods when a particular
system of Traffic Management is in operation or in the course of erection or
modification or renewal, he shall act in the capacity of Traffic Safety and Control
Officer exclusively;
xx) Monitoring, with the assistance of sufficient mobile personnel and of sufficient other
suitable and appropriate aids, the flow of traffic within the area and within the period
defined for the operation of the vehicle recovery service;
xxi) When spotted by CCTV operator to ensure that, within 5 minutes of the occurrence
of an incident, as defined below, resulting in stationary vehicle(s) on a highway open
to the public, the incident is reported to the vehicle recovery service;
xxii) Recording and logging all incidents and all movements of recovery vehicles and,
when called, all movements of the emergency services. For the purposes of this
Appendix, an ‘incident’ is defined as a shed load, vehicle breakdown, vehicle
abandonment or traffic accident, whether or not the latter involves personal injury.
Construction operations adjacent to carriageways shall be planned so that in case of an
accident or mechanical failure, plant, equipment, materials, suspended loads etc. cannot
move or fall onto a trafficked lane or safety zone. Cranes, including piling equipment,
shall operate where possible with the jib parallel to the trafficked lanes.
All works carried out in the vicinity of existing rail lines will be required to be in the
presence of a Network Rail appointed Supervisor. Instructions from Network Rail
personnel must be obeyed at all times. Construction operations adjacent to existing rail
lines shall be planned so that cranes shall operate where possible with the jib parallel to
the rail lines.
The Contractor shall phase the Works in a manner acceptable to the Police, the
Managing Agent Contractor, Concessionaire and the Overseeing Organisation for the
operation of traffic management.
The Contractor’s specific attention is drawn to the fact that the various Managing Agent
Contractors and Concessionaires for the Highways Agency have overall responsibility for
maintenance and the control of works affecting the roads and motorways encompassed
by this Contract. Instructions from Area/Concessionaire personnel and those of the
Police must be obeyed at all times.
The Contractor shall be fully aware of the Highways Agency’s requirements in relation to
the activities and responsibilities of the Area Managing Agent Contractors for the Work
areas and in particular the requirements for routine maintenance activities. The
Contractor shall ensure that liaison and co-ordination of activities with the Highways
Agency’s Managing Agent Contractor (MAC) for Area 12 takes place throughout the
duration of the Contract. The Contractor will be required to accommodate the activities
of the Area 12 MAC ‘Performance Specification for Routine and Winter Maintenance’.
For details see Volume 4 Site Information.
In addition to vetting the Contractor’s traffic management proposals the Overseeing
Organisations Traffic Management Co-ordinator will manage the ‘Roadspace Allocation’
system, which shall be fully complied with under this Contract. The Contractor will be
required to register his requirements for roadspace within the Works area in accordance
with the Road Space Allocation system.
Volume 2 – Works Information 28 10 13
Page 141 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
The Contractor shall, after consultation with any statutory, Police or other authority
concerned, prepare and submit traffic safety and management proposals including
detailed method statements and programme of works for each Traffic Management
Operation to be performed to the Overseeing Organisation at least 14 days preceding the
Monday to Sunday period when closures are required. The proposals shall include,
where appropriate, the provision of running lanes for the use of emergency vehicles
within the site. The proposals shall be submitted on a 7-day rolling programme.
The Contractor shall supply a detailed programme of works for each Traffic Management
Operation to be performed at least 14 days before the proposed implementation of each
operation. Each programme shall contain the following information:
Location of store, on or off the Site, for all Traffic Management equipment
required for the particular Traffic Management Operation.
Lane closures to be used to set up the Traffic Management System.
Signing and coning details for the lane closures required to set up and take
down the Traffic Management System.
A schedule of all equipment required for the particular lane closures.
The times at which the lane closures will be set up and removed. Traffic
control for lane closures shall unless otherwise stated in the Contract be set up
and removed at night at times to be agreed by the Overseeing Organisation.
The work that will be carried out during each phase of the lane closures.
The number and designation of personnel to be used during each phase of
setting up a Traffic Management System.
Weekly meetings will be held at which the Contractor will discuss with the Overseeing
Organisation all works areas, working methods and traffic safety and management
proposals appropriate to the following week’s activities. Motorway possessions cannot
always be guaranteed. The Area Managing Agent Contractor, Concessionaire and the
Police may attend any such meetings.
In addition to Clause 117.12 of the Specification for Highway Works, before any work is
carried out within the boundaries of the motorway or adjoining highway and before any
vehicles or plant are parked on the highway, other than those used for setting up traffic
management systems, arrangements shall be made with the Area Managing Agent
Contractor and with the Police, all of whom shall be kept informed of the programming of
the Works in advance. The Contractor shall not have any direct contact with these
bodies on a day-to-day basis but shall liaise through the Overseeing Organisation.
Where the circumstances of any particular traffic management scheme are not covered
by the recommendations and any requirements specified in the preceding clauses, the
Contractor shall submit proposals for dealing with such situations to the Overseeing
Organisation for review and comment. Authorisation of non-prescribed signs must be
obtained from the Highways Agency. The Contractor shall note that a minimum
period of six weeks is required for authorisation of non-prescribed signs.
The Contractor shall be responsible for the preparation of all drawings necessary to
support his proposals for traffic management schemes. The drawings shall be provided
in an approved format and each drawing shall identify the times the traffic management
Volume 2 – Works Information 28 10 13
Page 142 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
is intended to be set out, show marker post chainages and incorporate an adequate
legend detailing the symbols used. The drawings shall be submitted by the Contractor to
the Overseeing Organisation for approval.
Three copies of all drawings shall be provided which shall clearly show, with dimensions,
the location and description of all signs to be employed together with the layout of all
coning. Dimensions of the coned length of carriageway shall also be clearly indicated on
the drawings.
The Contractor shall note that a minimum period of seven days will be required for the
Overseeing Organisation’s Supervisor’s (site level) approval of proposals, prior to
authorisation being sought from the Overseeing Organisation.
The Contractor shall not commence any Traffic Management Operation (including the
alteration to an approved existing Traffic Management System) until:i)
The Contractor has supplied details of all sign supports, fixings and foundations and
these have been approved by the Overseeing Organisation. (Five working days
shall be allowed for checking this submission).
ii) The Overseeing Organisation has approved the details supplied by the Contractor.
(Five working days shall be allowed for checking this submission).
iii) The Contractor has informed the Regional Control Centre of the intended Traffic
Management Operation.
Or in the case of the DBFO Concessionaire, the Operations Centre
iv) The Contractor can demonstrate that all the necessary equipment is available in
accordance with his approved programme in the designated store.
v) The Contractor has prior written approval of the Overseeing Organisation to
commence the installation.
The Contractor shall not commence any works until:
i)
The relevant Traffic Management System has been approved by the Overseeing
Organisation.
ii) The Traffic Management Operation has been approved, implemented and is fully
operational.
iii) Written approval to commence work has been given by the Overseeing
Organisation.
No personnel, vehicles, items of plant, equipment or materials (other than those required
for that specific Traffic Management Operation) shall enter a newly closed traffic lane
until approval to commence work has been given, in writing, by the Overseeing
Organisation.
The Contractor shall note that no vehicle within the coned off area(s) shall exceed 11
mph.
No vehicles, other than traffic management vehicles, will be permitted to drive against the
direction of normal traffic flow. Reversing of vehicles in coned off working areas will not
be permitted. Reversing of vehicles on slip roads will not be permitted. The use of the
central reserve for turning will not be permitted.
Where directed by the Overseeing Organisation all hazards within a coned off area shall
be signed with lane closure barriers, cones and flashing lamps unless protected by a
safety fence.
Vehicles not appropriately badged in accordance with Clause 183 shall not be permitted
in the Traffic Control Area. The number of Contractor's vehicles used for transporting
operatives to and from the place of work shall be kept to an absolute minimum.
Volume 2 – Works Information 28 10 13
Page 143 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
No vehicles shall park or use the police observation platforms at any time.
Where permanent, physical features (bridge piers, parapets, abutments, etc.) present an
obstruction preventing the safe movement of plant and materials to and from the working
site, such movements shall be restricted to take place only at off peak times. In such
cases the Contractor shall submit to the Overseeing Organisation for approval, proposals
for the temporary alterations to the traffic management installation. Such alterations shall
take place at the times agreed, and the Contractor shall return the traffic management to
its original form immediately following completion of the movement operations.
The Contractor is advised that sections of the works area contain central reserve widths
that may be sub standard. It shall be the Contractor’s responsibility to identify where
these occur and to submit a Departure from Standard application for the erection of
temporary traffic signs to be located in these areas.
Safety Clearances
If, for operational reasons, the working area is amended during a work period then the
safety zone shall immediately be adjusted accordingly.
The Contractor shall be responsible for using appropriate plant to carry out the
operations required for completion of the Contract and shall satisfy himself that the traffic
management arrangements are appropriate and that Safety Zones are retained at all
times. Vehicle sizes and registration numbers may be required by the Overseeing
Organisation at certain restricted locations.
Safe Taper Positions
No personnel shall be permitted to work within the 'approach taper' of a coned area, or
within 100 metres of the point where the maximum width of the taper is achieved (except
for the purpose of traffic management inspection and maintenance) unless working
behind temporary restraint.
Delineation Of Works
As Chapter 8 Pt. 2.
Crossing The Carriageway On Foot
As Chapter 8 Pt. 2.
Installation Of Static Traffic Management
The installation of traffic management equipment shall be carried out only in the direction
of traffic flow on the carriageway affected.
Where work is carried out on or adjacent to a trafficked highway normally open to the
public, the Contractor shall ensure that all personnel on site whether involved in traffic
management or not shall, at all times, wear high visibility garments conforming with BS
EN 471 1994, the jackets are to be sleeved. The Contractor shall ensure that the person
in charge of implementing the Traffic Management is distinctly identifiable from the
remainder of the workforce. Personnel not complying with the requirements of this
paragraph will be removed from the Site and shall not re-enter the Site until suitably
attired. All personnel involved in outdoor site operations shall wear approved safety
helmets with chinstraps.
The Overseeing Organisation shall have the unqualified right to instruct workmen and/or subcontractors on any matter relating to traffic safety and control. All personnel employed
upon the Contract shall obey Police instructions at all times.
Volume 2 – Works Information 28 10 13
Page 144 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
The Contractor shall ensure that all his staff and those of his sub-contractors, and
suppliers and any other personnel who from time to time may visit the Site, are aware of
the requirements of this document. In particular, the Contractor shall instruct his drivers
and those of his sub-contractors and suppliers in the need to exercise extreme care
when entering and leaving the Site and while driving within or adjacent to the Site. The
Contractor's attention is drawn to the special requirements for vehicles and plant set out
in this document.
No personnel shall walk on the motorway outside the coned area limits unless authorised
by the Overseeing Organisation or in possession of a valid Motorway Pass.
Maintaining Static Traffic Management
At all times the Contractor shall be responsible for the watching and lighting of his plant,
equipment and materials, and all necessary floodlighting at night when work is in
progress. Plant, equipment and materials shall be placed in a position approved by the
Overseeing Organisation.
The Contractor shall, at intervals of not more than two hours, inspect all traffic
management systems that the Contractor may have in operation at that time and
immediately reinstate any damaged, displaced, or inadequate traffic management
equipment. At least one traffic management gang, who can turn their attention
immediately to inspecting, cleaning and maintaining the traffic management system, shall
be present on site at all times. A gang shall comprise a minimum of two men and a
suitable vehicle, which has previously been sanctioned by the Overseeing Organisation.
A written defects sheet, together with details of remedial measures taken shall be
compiled daily and submitted to the Overseeing Organisation at weekly intervals.
Spare sets of traffic management signs and 100 cones, of each size employed on the
Contract, shall always be immediately available for emergency use. Ample spares to
replace damaged signs and cones shall be immediately available at all times.
The Contractor’s attention is drawn to the fact that diesel and other oils have a
deleterious effect upon the road surface and the Contractor shall ensure that all vehicles
are maintained in such a manner that spillage of oil does not occur. Should the surface
of the carriageway be damaged as a consequence of the Contractor failing to prevent
spillage of oil then the roadway will be repaired in accordance with the appropriate
requirement of the Specification for Highway Works Volume 1.
Particular care shall be taken to ensure that no mud or stones whatsoever are deposited
on the motorway, carriageway or hard shoulder and the Contractor shall make provision,
to the satisfaction of the Overseeing Organisation, for the removal of all mud and stones
inadvertently deposited. Provision shall be made for cleaning and keeping clean the
wheels of all vehicles, and this shall include the provision of sleeper or other type of track
if required. Works vehicles shall be loaded so that no loose material falls on to any
highway. The Contractor will be held entirely responsible for the consequence of any
failure to observe these requirements.
At all times when work is proceeding on the Contract, in every area where work is being
carried out, the Contractor shall, at all times, have available suitable and adequate
materials and or plant to provide for the cleaning of road surfaces which become fouled.
This requirement shall be rigidly observed at all times to avoid delays in clearance from
Volume 2 – Works Information 28 10 13
Page 145 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
the carriageways and or hard shoulders (e.g. emergency clearances at the request of the
police or Managing Agent Contractor).
At the end of every work period, the Contractor shall ensure that all road surfaces are
clean and suitable for use, in safety, by all road users. The Contractor shall sweep clean
the hard shoulder and carriageway (where appropriate) prior to reopening to the public.
When equipment is used which requires the use of stabiliser jacks or similar equipment,
the Contractor shall ensure that the road or carriageway surfaces and or construction
shall be suitably and adequately protected from damage. The Contractor shall be liable
for all repairs and work necessitated by failure to observe these requirements.
The Contractor shall keep secure, clean and, where applicable, legible all Traffic
Management Equipment at all times.
Removal Of Static Traffic Management
Dismantling and removal of traffic management equipment shall be carried out only in the
direction opposite to the normal direction of traffic flow on the carriageway affected.
At the end of each work period the road shall be completely cleared of all hazards,
equipment, materials and traffic management equipment before being re-opened to
traffic. Advance warning signs, if required for a subsequent work period, shall either be
removed or they shall be adequately covered up or laid down to avoid displaying
misleading information to motorists. Where signs are not required for a subsequent work
period they shall be removed following removal of the cones. These requirements shall
also be applied to traffic management systems incorporating the use of temporary lane
markings, etc., where the traffic management requirement is intended as a temporary
measure (i.e. less than 24 hours’ duration).
The requirements specified in the previous clause shall not be applied to traffic
management where access to the works area is required over several consecutive work
periods. In these cases the signing and coning shall remain insitu and shall be properly
maintained at all times until the end of the last work period.
All occurrences where Works activity is interrupted, but a hazard to the public remains
(i.e. during concrete curing periods, etc.) the traffic management installation shall remain
in place with additional signing provided to display the legend “Open excavation in
verges” or as additionally required.
No area of carriageway or hard shoulder shall be re-opened to traffic until it has been
cleared of all personnel, plant, items of equipment and materials, has been swept clean,
and has the Overseeing Organisation’s written approval. The following conditions shall
also be met:
i)
Any vehicle restraint system within 4.5 metres of a trafficked lane shall be
complete and, where appropriate, tensioned.
ii)
Traffic shall only run on surface course material. No vehicles may park or run
on the filter drain materials.
ii)
The maximum level discontinuity between 1.2m and 3.0m of a trafficked lane
shall be 50mm.
iv)
There shall be no discontinuities of level at longitudinal joints whether ramped
or not.
Volume 2 – Works Information 28 10 13
Page 146 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
v)
Temporary ramping to transverse joints shall be at 1 in 100 or flatter relative to
the plane of the road surface.
Working In The Hours Of Darkness
During darkness all vehicles in the coned area shall have dipped headlights and hazard
warning lights operating at all times.
Hazard warning lights of vehicles will not be accepted as an alternative to roof mounted
amber flashing beacon lamps on vehicles.
Adverse Weather Conditions
As Chapter 8 Pt. 2.
Works Access Points
All works entry points shall be numbered. The numbers are to be 150 x-height, white
numbers on red background, Class 1 reflectorised plates and are to be attached to both
works entry sign and any advance signing for each entry.
Vehicles shall only enter or leave coned-off areas via approved accesses and egresses,
in the direction of traffic flow, as indicated on the Drawings. When rejoining the
carriageway sufficient speed is to be built up to match the speed of vehicles in the
nearside lane before rejoining it. Non-essential vehicles shall not enter a coned off area.
Vehicles not entering the coned-off areas on a regular basis shall first report to the
Contractor’s office for instructions and if necessary, to collect the required vehicle
equipment.
Drivers of vehicles not using designated egress points will immediately be banned from
the site by the Overseeing Organisation.
Except where under the protection of cones and barriers all vehicles must comply with
the Motorway Regulations. When within a coned off area all vehicles shall observe the
site speed limit in general and a maximum 11 mph speed limit adjacent to working areas,
accommodation or standing plant. Vehicles within the Works Area shall not drive against
the normal traffic flow or face oncoming traffic. Drivers of offending vehicles will be
banned from the site immediately, by the Overseeing Organisation’s Representative.
The Contractor shall use motorway junctions to gain access to the Works Area. Access
to the opposing carriageway shall always be via motorway junctions. Central reservation
emergency crossings, accesses for emergency vehicles and emergency turnaround
points shall not be used.
All items of plant and equipment shall be subject to the approval of the Overseeing
Organisation and its operation on the motorway shall at all times be confined to the limits
of the coned off working area. Earth moving equipment such as backactors shall not be
moved from site to site by means of the hard shoulder. Any offending operative will be
banned from site immediately, by the Overseeing Organisation’s Representative. The
Contractor shall arrange for a Police escort to accompany all movements of heavy plant
into and out of traffic control systems. All slow moving equipment shall be delivered to
site on a low loader vehicle.
Loading And Unloading Of Materials
As Chapter 8 Pt. 2.
Pedestrians
As Chapter 8 Pt. 2.
Volume 2 – Works Information 28 10 13
Page 147 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Cyclists
As Chapter 8 Pt. 2.
Surface Condition
As Chapter 8 Pt. 2.
Surface Dressing
Not used.
Storage Of Materials
No materials shall be stored on the carriageway and no vehicles or plant shall be stored
on the carriageway or verge unless behind safety barrier or temporary restraint. All
materials and plant shall be removed at the end of the working day except with the prior
approval of the Overseeing Organisation in writing.
The Contractor shall supply a detailed method statement for the delivery, on-site
fabrication and erection sequence for the installation of the overhead gantries at least 14
days prior to the commencement of these works.
The Contractor shall supply a detailed programme for the gantry erection process,
including contingency plans for the failure to complete in the allotted timescale, at least
14 days prior to the commencement of these works.
Parked Vehicles
No operatives or other personnel working on the site will be permitted to park any vehicle
on the hard shoulder of a section of motorway where the offside lanes of that
carriageway are coned off.
Matrix Signals
The Overseeing Organisation will deploy four mobile Variable Message Signs at various
agreed locations ahead of the works area. The Contractor will be required to monitor
these sites on a daily basis and to carry out routine maintenance functions on the
equipment. Use of the existing Variable Message Signs and lane signals to implement
and compliment the Contractor’s Traffic Management shall be by arrangement with the
Highways Agency Regional Control Centre identified in Clause 8.
Portable Traffic Signals
Not used.
‘Stop/Go’
Not used.
Stop Works’ Sign
Not used.
Priority Traffic
Not used.
Railway Level Crossings
Not used.
Aircraft Taxiways
Not used.
Scaffolding
Not used.
Volume 2 – Works Information 28 10 13
Page 148 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Builders Skips
Not used.
Signs and Road Markings
Principles
The Contractor shall supply all signs required for closures and signs associated with
vehicle recovery. Supplementary plates shall be provided on all Chapter 8 Pt. 1 and Pt.
2 signs as shown on the traffic management signing drawings.
All traffic signs and cones shall comply with BSEN 12899 and the requirements of
Specification Series 1200 Clauses. It should be noted that "scaffold poles" will NOT be
permitted for the erection of any sign required as part of this Contract. All signs shall be
in Class Ref 2 retro-reflective material and shall be regularly cleaned.
In addition to the requirements of Chapter 8 the Contractor will be required to provide
remote controlled temporary road signs, such as T. M. Safety Signs Ltd. ‘Smartblind
Traffic Management System’, or similar approved. These signs shall be deployed in the
central reserve in advance of any lane closures that will be required at or about the same
location on multiple occasions.
Accuracy
Existing permanent traffic sign faces shall be masked by an opaque material approved
by the Overseeing Organisation, when not required or when giving conflicting information
to drivers or as directed by the Overseeing Organisation.
Where existing signs are to be plated, the Contractor shall choose a method of affixing
and removing the plate to the existing sign face that minimises the damage caused to the
existing sign face. Remedial works required by unreasonable damage to the sign face
caused by the Contractor in affixing or removing plates shall be contra-charged to the
Contractor.
The Contractor shall be responsible for covering (in a manner approved by the
Overseeing Organisation) and uncovering any existing signs which become inaccurate
as a result of the introduction of any Traffic Management System and for making
amendments to the existing signing to meet the requirements of the Highway Authority
and the Police. The material used to cover signs and signals shall be opaque. Hessian
material shall not be used for this purpose.
Sign Condition
The condition of the speed limit and repeater signs shall be monitored by the Contractor
whenever the TASCAR system is operational 24 hours per day, 7 days per week at
intervals not exceeding 2 hours. Any modification of the signs or any times when they
are not visible shall be recorded in the log, as well as details about the sign position and
size, which shall be within a bound hard cover book. At completion of TASCAR system
operation the log shall be handed to the Chief Officer of Police as evidence. The TSCO
and a representative of the Traffic Management Contractor will be required to make a
statement to the Police. The TSCO and Traffic Management Contractors representative
may be required to attend court to give evidence in contested cases.
Volume 2 – Works Information 28 10 13
Page 149 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Stability Of Signs
All signs when erected shall be secured or protected in such a manner that they will not
be dislodged due to the actions of strong winds, vehicle windage, etc. Sandbags may be
used for this purpose but not concrete blocks, kerbs or any other solid object that may
present a hazard to the travelling public.
The Contractor shall supply all fixings, posts and stands and any additional bracing as
required.
Mounting And Sighting Of Signs
Signs shall be a minimum 1.2m high in the central reserve and 1.5m high on the
verges/hard shoulder.
All signs shall be mounted so that they are clearly visible and not obscured by safety
fences, traffic cones, etc.
Lighting Of Signs
As Chapter 8 Pt. 2.
Road Danger Lamps/Beacons
Road danger lamps shall comply with BS 3143 except that the flashing rate for flashing
lamps shall be within the range 120-150 flashes per minute. The minimum luminous
intensity of the lamps shall be 1.5 Candela for steady lamps, 1.0 Candela for ripple lamps
at their peak and 1.5 Candela for flashing lamps at their peak.
Temporary Lighting
Where required to provide temporary lighting under the contract the Contractor is to
provide adequate and even lighting levels across the full width of the area to be
trafficked. Illumination levels of 50 lux will be required to be maintained during the hours
of darkness. Where independent lighting is provided the Contractor shall provide standby
illumination in the event of failure.
Any floodlighting required by the Contractor to light plant, equipment or materials shall be
of a type, and shall be installed in such a manner, that ensures that there shall be no
dazzle caused to any drivers on the open carriageways.
Signs Authorisation
As Chapter 8 Pt. 2.
Delineators
As Chapter 8 Pt. 2.
Use Of Barriers+
Not Used
Road Markings And Studs
As Chapter 8 Pt. 2.
General Vehicle Issues
General
As Chapter 8 Pt. 2.
Volume 2 – Works Information 28 10 13
Page 150 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Conspicuity
Where work is carried out on, or adjacent to (within 7.5m) a trafficked highway the
Contractor shall ensure that vehicles and mobile plant under his control operating on or
adjacent to that highway in the execution of the Works shall be painted in a conspicuous
colour and shall have the following equipment:i)
Light bar equipped with twin strobes not wired through the ignition circuit, such that
the twin strobes shall be clearly visible from the rear of the vehicle under all
conditions. There shall be an internal warning light fitted to indicate when the twin
strobes are operational, this warning light shall be located such that it is easily
accessible to the driver. The twin strobes shall conform to the Road Vehicle Light
Regulations and the Road Traffic Act 1991. The light bar shall be switched on:prior to and during manoeuvres into a coned off area
during manoeuvres out of a coned off area until the vehicle has merged
successfully with highway traffic
during movement inside the coned area
during short term, low speed, mobile operations (ie. those vehicles engaged
in surveillance of the traffic management system during maintenance operations).
whilst stationary adjacent to a trafficked lane and not within a coned area.
at any other time as instructed by the Overseeing Organisation, his
Representative, or Police.
ii)
Class 1 microprismatic reflective chevron markings on the rear of the vehicle
alternating satin yellow and red.
Beacons
As Chapter 8 Pt. 2.
Impact Protection
Lorry Mounted Crash Cushions shall meet the requirements of TD 49/07 Requirements
For Lorry Mounted Crash Cushions.
Temporary Traffic Management Vehicle Specifications
As Chapter 8 Pt. 2.
Convoy Working Vehicles
Not used.
Mobile Lane Closure Vehicles
As Chapter 8 Pt. 2.
Mobile Carriageway Closure Vehicles
As Chapter 8 Pt. 2.
Use Of Vehicles At Road Works
As Chapter 8 Pt. 2.
Workforce Issues
General
As Chapter 8 Pt. 2.
Training
As Chapter 8 Pt. 2.
Volume 2 – Works Information 28 10 13
Page 151 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Personal Protective Equipment (PPE)
As Chapter 8 Pt. 2.
Fitness For Task
As Chapter 8 Pt. 2.
Working Hours
As Chapter 8 Pt. 2.
Incident Management
Emergencies
In the event of an accident occurring in the Traffic Control Area, the Overseeing
Organisation or Police may direct operations, including giving instructions to the
Contractor's Traffic Safety and Control Officer. The Overseeing Organisation may direct
the Contractor to use plant and equipment provided under the Contract to remove
broken-down or damaged vehicles and debris, otherwise the Overseeing Organisation or
Police may call in specialist contractors to assist in the removal of large vehicles,
dangerous chemicals etc.
The Contractor shall maintain arrangements whereby he can quickly call out labour
outside normal working hours to carry out work needed for an emergency associated
with the Works. The Overseeing Organisation shall be provided at all times with a list of
addresses and telephone numbers of the Contractor's staff who are responsible for the
organising of emergency work.
Where the Works interfere with the access to, or operation of, emergency telephones,
the Contractor shall install, erect, maintain and subsequently remove temporary
emergency telephones at locations clear of the working area. The Contractor shall be
responsible for identifying the need for the provision of temporary emergency telephones
at each site, and shall submit proposals to the Overseeing Organisation for approval.
Requests for emergency telephone equipment shall be included in the Contractor’s
request for free issue material, in accordance with Appendix 15/1 this requirement would
only be required outside the area covered by Free Recovery / CCTV
All telephones affected by the Works shall be bagged or removed, as agreed by the
Overseeing Organisation. Marker posts displaying incorrect information, resulting from
the installation of temporary telephones, shall be covered using a method approved by
the Overseeing Organisation.
The Contractor shall engage the services of the Highway Agency’s specialist contractor
to effect final connections/disconnections to the emergency telephone system at each
location.
On completion of the Works at each site, the Contractor shall be responsible for the
removal of all temporary telephones, and for the reinstatement and recommissioning of
the original system.
Emergency Traffic Management On High-Speed Roads
As Chapter 8 Pt. 2.
Vehicle Recovery
As Chapter 8 Pt. 2. Refer also to Appendix 1/20.
Use Of CCTV
As Chapter 8 Pt. 2. Refer also to Appendix 1/25.
Volume 2 – Works Information 28 10 13
Page 152 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Reporting Of Incidents
As Chapter 8 Pt. 2.
Incident Management System
As Chapter 8 Pt. 2.
Single Vehicle Works And Inspection Stops
Single Vehicle Works
As Chapter 8 Pt. 2.
Works Undertaken At Or Near Normal Road Speed
As Chapter 8 Pt. 2.
Inspection Stops
For short duration stops outside the traffic management systems the Contractor should
consider dropping off personnel and equipment on the hard shoulder (preferably behind
the safety barrier, if present). The vehicle would then proceed to rejoin the traffic and
leave the motorway. Personnel and equipment can be collected when the works are
complete. This ‘drop off’ method of working doubles the number of manoeuvres on to
and from the hard shoulder. The inherent risk of accessing and egressing the hard
shoulder is therefore increased; however, the risk of the vehicle being struck whilst
stationary on the hard shoulder is reduced.
Road (Highway) Maintenance Inspections
As Chapter 8 Pt. 2.
Additional Traffic Management Obligations
The Contractor will be expected to provide for the following Traffic Management facilities
to accommodate the Overseeing Organisations specialist contractors.
General
The National Roads Telecommunications Service (NRTS) Contractor will be responsible
for the installation, termination and commissioning of transmission circuits to
predetermined locations as identified on the Contract Drawings. The Contractor shall
note that as a minimum hard shoulder closures shall be provided for the duration of these
works to facilitate the completion of these works by the NRTS Contractor. Should these
works be in the vicinity of a narrow hard shoulder (i.e. 3m or less) then additional width
shall be provided.
The Contractor shall make allowance for the provision of a Lorry Mounted Crash Cushion
for 20 days within the Contract duration to enable the Overseeing Organisation to
undertake various survey works.
Final Commissioning
The Contractor shall make allowance for the provision of a Lorry Mounted Crash Cushion
for 40 days to enable the Commissioning Contractor to fully commission the new
equipment.
The Contractor shall provide sufficient Traffic Management to facilitate, by the
Overseeing Organisations MS4 Installation Contractor, the erection of all new MS4’s. It
shall be assumed that this MS4 Installation Contractor will install 2 MS4’s per night.
Volume 2 – Works Information 28 10 13
Page 153 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
The day after the installation of an MS4 the Contractor shall provide a day time hard
shoulder closure around each gantry to enable the Site Acceptance Testing of the MS4
to be undertaken by the MS4 Installation Contractor.
Enforcement Equipment
The Contractor shall provide sufficient Traffic Management to facilitate the installation of
Enforcement Equipment by the Specialist Enforcement Contractor. This will include at
least two night time closures per enforcement site. Daytime hard shoulder closures may
also be required if an Emergency Refuge Area suitable for maintenance access is not
close to the site. The closures will be required to provide access to all lanes. The
Contractor shall liaise with the Specialist Enforcement Contractor in order to define the
programme of closures required on a site by site basis.
Maintenance Requirements
The Maintenance Requirements are as set down in the Memorandum of Understanding
for Maintenance Protocols During Construction until the issue of an appropriate
certificate of completion.
If salting or snow clearing is required to permit the opening of a traffic lane that has been
closed for traffic management then arrangements shall be made with the appropriate
Managing Agent Contractor (see this Appendix for contact details) for the salting or
clearing of snow prior to the opening of the lane. Sufficient notice for this work to be
carried out is to be given to ensure that the full carriageway is open to traffic at the time
given in Appendix 1/13
Any defects to any electrical item shall be reported to the Managing Agent Control Room
immediately it is discovered or reported. The Managing Agent will carry out the
necessary repair work
Notice Requirements
When Temporary Traffic Orders are required for proposals put forward by the Contractor,
a Draft Order must be submitted to the Overseeing Organisation, allowing the following
notice periods for approval:
Amending or making Traffic Orders
12 Weeks
Authorisation of non-prescribed sign
8 Weeks
Moving permanent sign to be compatible with the
state of the works as described in Clause 117.11
8 Weeks
Details of events that could have a bearing on the works
Holiday Periods are defined as follows:
Bank Holidays
The period from 06.00 on the morning of the Friday before the Bank Holiday until 00:01
on the Tuesday following the Bank Holiday. The Bank Holidays are Early May (May Day);
Spring (Whitsun or end of May); Summer (August).
Volume 2 – Works Information 28 10 13
Page 154 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Easter
The period from 06.00 on the Thursday before Good Friday to 00.01 hours on the
following Tuesday.
Christmas
The period from 06.00 on the morning of the third working day before Christmas Day until
00.01 on the first working day following the New Year’s Day Bank Holiday. Note that a
working day means a weekday. A working day would include Christmas Eve. No
additional traffic management over and above narrow lane working in connection with
road works will be permitted on motorways and trunk roads for the period at the late
summer (August) Bank Holiday.
In addition to the restrictions at Holiday Periods the Contractor shall also note that
additional restrictions may be imposed due to exceptionally heavy traffic resulting from
local events, (e.g. sports events, music concerts, festivals, show jumping, etc.). The
Contractor shall maintain regular liaison with the MAC to assist in planning for such
events.
Typically these would include:
Ebor Race Meeting
published dates in
(17th
The Leeds Festival
–
20th August 2010 and
subsequent years)
similar
27/29 August 2010 and similar published dates
subsequent years)
in
Football Matches at Leeds Football Ground
The Contractor shall take account of national events that may result in additional
restrictions being applied to the deployment of traffic management.
The Contractor is advised that it may be necessary, from time to time, to carry out
essential minor motorway maintenance works. Such works would be carried out by
either the Highway’s Agency Managing Agent Contractor. Should such works be
necessary, their nature and extent will be advised by the Overseeing Organisation to the
Contractor The Contractor shall be responsible for advising the Overseeing Organisation
of unforeseen changes to his Traffic Management programme (eg: the early removal of a
particular traffic management system) in order that the Overseeing Organisation may
inform the Managing Agent Contractor accordingly.
Highways, Private Roads, and Other Ways Affected by the Works
Description
Approximate
24
Hour
Annual
Average Daily
Traffic
(AADT). Two
way
M62
Speed Limit
(mph)
Proposed
Mandatory
Speed Limit
(mph)
Types
of
Traffic Control
Whether to be
kept open or
closed
70
50
Narrow Lanes
Hard shoulder
closure
Closure
of
traffic lanes
Overnight
closures
Overnight
lane closures
Hard shoulder
closures
For further traffic flow information consult the Department for Transport website
www.dft.gov.uk/matrix
Volume 2 – Works Information 28 10 13
Page 155 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/17
Driver Information signs at Roadworks
The Contractor will be required to provide additional temporary signs located; on the M62
eastbound approach to Junction 30 of the M62 and westbound approach to Junction 32
of the M62 as per the example below.
The Contractor will be required to provide the following additional temporary signs in advance of
the works to meet the requirements of IAN 64/05.
Volume 2 – Works Information 28 10 13
Page 156 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/19
APPENDIX 1/19
ROUTING OF VEHICLES
1.0
Permitted Access Routes To and From the Site
1.1
The Contractor, his subcontractors and suppliers of material or plant shall use only the following
public roads as Permitted Access Routes to and from the Site:
i)
Classified Motorways
ii)
Classified “A” Roads
iii)
Alternative routes may be used subject to agreement by the Overseeing Organisation
1.2
The Contractor shall satisfy himself at the commencement of the Works about the conditions of
the Permitted Access Routes, in accordance with his general obligations under the Conditions
of Contract. Where the Highway Authority introduces new road traffic measures during the
currency of the Contract, no alternative routes shall be used without the Overseeing
Organisation’s approval.
1.3
Access to works areas shall be made only through designated entry and exit points signed in
accordance with Chapter 8 of the Traffic Signs Manual and at locations which are agreed as
part of approved traffic management proposals.
2.0
The Use of the Permanent Works by Construction Traffic
2.1
The finished pavement forming part of the Permanent Works may be used to carry construction
traffic only when measures approved by the Overseeing Organisation have been taken to
protect it from damage.
2.2
The Contractor shall submit information and supporting calculations at least 48 hours before it is
proposed to use any of the finished pavement forming part of the Permanent Works to carry
construction traffic outside the current Motor Vehicle (Construction and use) Regulations.
2.3
The use by construction traffic of the Permanent Works over or adjacent to railway tracks or
property, public highways, or navigable waterways, will only be permitted when suitable
protective measures to the Overseeing Organisation’s approval have been implemented.
3.0
Movement of Machinery and Plant across Public Roads
3.1
Labour, plant and materials shall be kept within the confines of the Works Area and shall not
use areas of carriageway within the Site that are open to the public except in the following
circumstances.
3.2
i)
Labour and plant required for traffic management purposes;
ii)
Labour, plant and materials being moved to and from the Works Area by suitable
vehicles.
No item of plant or vehicle used by the Contractor or his Sub-Contractors in carrying out the
Works shall be operated on carriageway lanes open to the public in such a manner that it would
disrupt the normal flow of traffic.
Volume 2 – Works Information 28 10 13
Page 157 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/19
3.3
Track operated vehicles and plant will not be permitted to work or run on the sections of the
carriageway, which are to be reconstructed or overlaid unless the surface over which movement
is to take place is protected to the satisfaction of the Overseeing Organisation.
3.4
The Contractor shall provide sleeper or other approved protection to all drains or ducts
wherever he wishes to move plant or vehicles across such drains or ducts and shall reinstate at
his own expense any such drain or ducting which becomes damaged or disturbed.
3.5
The Contractor shall agree with the Overseeing Organisation the timing of the
movement of any exceptionally heavy or large items of plant onto the public
highway.
Volume 2 – Works Information 28 10 13
Page 158 of 207
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
APPENDIX 1/20
RECOVERY VEHICLES FOR BREAKDOWNS
SHEET 1: Requirements for Recovery Vehicle Operation
General
The Contractor shall comply with the guidance within Chapter 8 Traffic Signs Manual
Parts 1 and 2 when planning recovery operations.
Before the installation of any traffic management the Contractor shall inform the
Overseeing Organisation of the name, address and telephone number of the recovery
firm and supply details of the arrangements that have been made to ensure that
vehicles are recovered within the stipulated time period. The names and permanent
address of recovery operatives are to be submitted to the Overseeing Organisation at
the same time.
In the event that the recovery firm proposed by the Contractor cannot fulfil the
requirements of this Appendix by virtue of inadequate insurance or delays in response
times, the Overseeing Organisation may require the Contractor to terminate the
arrangement and make a new arrangement with another recovery firm at no cost to the
Overseeing Organisation.
Signs shall be erected through the traffic management advertising the free recovery
service as sign P7291 and stating a telephone number to ring.
The Recovery Controller shall be stationed at the recovery base station which shall be
in direct contact with CCTV control room
Recovery Vehicles to be provided
The Contractor shall provide dedicated recovery vehicles to recover broken down,
accident damaged or abandoned vehicles (heavy, light and motorcycle) from within the
traffic management for the works. The vehicles shall be provided 24hrs per day 7 days
per week whenever the Contractor has any form of traffic management in place on the
site.
The response time, from issuing of the order to recover, to the recovery vehicle arriving
on site to commence the recovery, shall not exceed 20 minutes. The Contractor shall
determine the numbers of types of recovery vehicles needed depending upon the
location of the vehicles, the areas of traffic management and normal levels of motorway
congestion during roadworks.
An Impact Protection Vehicle is to be provided at each recovery base to protect
recovery operations whenever possible when a traffic or police officer, in uniform, is
unable to assist with recovery operation. Where a base has more than one recovery
vehicle, e.g. a heavy and a light vehicle, then in the unlikely event both vehicles are
called together the CCTV controller to prioritise the use of the Impact Protection
Vehicle.
Volume 2 – Works Information 28 10 13
Page 159 of 207
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
Limit of Service
The recovery service is to be provided between the ‘800yds’ advance signing and the
‘Works End’ sign of all traffic management systems including the full length of any slip
or link roads within these limits.
Vehicle Recovery shall only be provided during periods where narrow lane running is in
operation.
The Contractor may be called upon during working hours to assist when required, in the
removal of loads accidentally deposited within the operational traffic lanes.
Locations for Recovery Vehicles
The Contractor shall determine and provide the locations for recovery vehicles to suit
the location of traffic management in order to meet the required response time
described in this Appendix. Recovery vehicles shall be in position for 24 hours a day 7
days a week during periods where narrow lane running is in operation. The contractor
shall have one dedicated base and may at times be supported by M1 recovery base if
required.
Recovery stations and vehicles shall be clear of the hard shoulder or hard strip on a
hard standing. No debris shall be brought onto the carriageway by the recovery
vehicles. On relocation of the recovery stations, and on completion of the works, the
hard standings shall be removed and all areas made good where disturbed.
The Contractor shall ensure that operators of recovery vehicles are not on duty for
periods in excess of 13 hours and that there is a gap of at least 11 hours between each
period of duty
Locations for Vehicle Removal
Broken down, accident-damaged or abandoned vehicles shall be removed to a suitable
location off the motorway, at Ferrybridge Services or another point as agreed with the
Overseeing Organisation and the police. The location shall have provision for drivers to
contact their own recovery or the Contractor shall provide such provision. Drivers are
to be informed that they must make their own arrangements for further assistance. A
prominent notice shall be displayed at all times on each recovery vehicle provided with
this Contract to this effect, clearly stating that the service is FREE and that the recovery
vehicle cannot complete the tow to any further destination.
Vulnerable motorists are to be taken to a location where they will not be alone or
exposed to the risk of crime, and where they can get any support necessary including
welfare facilities. Vulnerable motorists include, but are not limited to, lone or obviously
pregnant females, lone parents with young children, mobility impaired, elderly or
distressed drivers.
Abandoned or accident damaged vehicles are to be recovered to a secure compound
where theft or further damage is prevented. Disposal of these vehicles where the
owner cannot be contacted shall be arranged with the police and local authority. The
Contractor is to provide the secure compound except for situations where the police
advise alternative arrangements.
Communication System
The communication system shall be operational at all times that recovery vehicles are
required. A secondary ‘back up’ system shall also be provided for communications with
the Police/Regional Control Centre. Provision shall also be made for communication
between the recovery vehicles and the recovery base station.
Volume 2 – Works Information 28 10 13
Page 160 of 207
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
SHEET 2
Information to be provided by the Contractor
FORM FOR ‘RECOVERY VEHICLE DAILY CHECK SHEET’
RECOVERY VEHICLE DAILY CHECK SHEET
Week Commencing: …………………………………
Driver’s Name:
Vehicle Type/Registration No:
Mileage:
Driver to initial against check list below:
Monday
Tuesday
Wednesday
Thursday
OIL LEVEL
WATER
ENGINE
CLEANLINESS – interior
CLEANLINESS – exterior
WIPER/WASHERS
TYRES
LIGHTS
Driver’s Report (detail any problems):
Action Taken (to solve above problems):
Date:
Supervisor’s Signature:
COMPLETED SHEET TO BE RETURNED TO OVERSEEING ORGANISATION EACH WEEK
Volume 2 – Works Information 28 10 13
Page 161 of 207
Friday
Saturday
Sunday
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
Information to be provided by the Contractor (Continued)
LAYOUT FOR ‘VEHICLE RECOVERY LOGSHEET’
Recovery Vehicle: …………
VEHICLE RECOVERY LOGSHEET (1 of 2)
Week Ending: ………
Sheet No: ………………
[Scheme name]
Date
Time
Call
Out
Arrival
at
Scene
*P - Police
F - Fire Service
A - Ambulance
Where?
Road
Clear
**Y - Tow/Lift#
R - Restart
F - False Call
Marker
Post
No.
Dir.
Police
etc
Present*
Lanes Closed
HS
1
2
3
4
Incident
Acc
B/d
C - Car M/C - Motorcycle
V - Van
HGV - Heavy Goods Vehicle
Volume 2 – Works Information 28 10 13
Page 162 of 207
Recovery
Tow? **
Y/N
Vehicle
Type #
Q’ing
Y/N
Weather
Road
Surface
Dry
Wet
Remarks
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
Information to be provided by the Contractor (Continued)
VEHICLE RECOVERY LOGSHEET (2 of 2)
Recovery Vehicle: ……
Week Ending: ……/………/…
Sheet No: …………
[Scheme name]
Date &
Time
Type of
Vehicle
Registration No.
Volume 2 – Works Information 28 10 13
(11/05) Name and
Address of
Driver or Organization
Location of
Breakdown
Page 163 of 207
Nature of
Breakdown
Recovery Operator’s
Name
M62 Junction 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/20
Information to be provided by the Contractor (Continued)
Leaflet For Issue By Recovery Vehicle Operatives To Drivers Of All Broken-Down Or AccidentDamaged Motor Vehicles
SHEET 3
M62 J30 to 32 HATMS Scheme
Vehicle Recovery Service
1
Road works operations commence at the ‘Roadworks Ahead 800yds sign and end at the ‘Works End’ Sign.
2
The recovery service provided along the extent of the roadwork
Operations are free.
3
Subject to police directions, vehicles will be towed clear of the
roadwork operations to one of the following points:
•
The first motorway emergency telephone clear of the
‘Works End’ sign
•
Off the motorway at the next interchange
•
Any other point as directed by the police.
4
It will then be at the discretion of individual drivers to arrange for
Assistance or the removal of their vehicle to garages of their choice. The
police will assist with the names of local garages if
They are contacted on the motorway emergency telephone system.
5
The operators of the breakdown vehicles do not make
arrangements with private garages for the repair of vehicles
Volume 2 – Works Information 28 10 13
Page 164 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/21
APPENDIX 1/21
INFORMATION BOARDS
Information Boards
There is no requirement for the provision of Scheme Information Boards.
Volume 2 – Works Information 28 10 13
Page 165 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/22
APPENDIX 1/22
PROGRESS PHOTOGRAPHS
Photographs
The Contractor shall arrange to have record photographs of the Works taken by a
professional photographer as detailed in Table 1/22/1.
Electronic copies of digital photographs are required with details of name and address of
photographer, identification reference number, and brief description of the work or
features including location and direction of view.
No aerial photography is required.
The copyright of all photographs shall be vested in the Employer. The photographs shall
not be used for any purpose whatsoever without the Overseeing Organisation’s approval.
A set of photographs shall also be presented to the Overseeing Organisation in an
indexed digitised format (exact format to be agreed with the Overseeing Organisation) on
CD suitable for viewing on standard Windows based software.
All Photographs shall be provided within five days of being taken.
Location
Type
No.
Frequency
Remarks
Site
Digital Colour
100
Each Quarter
Digital photographs to be stored
on CD clearly marked and
provided to the Overseeing
Organisation.
Each Structure
Site and MIDAS
Site
Digital Colour
10
Each Quarter
Digital photographs to be stored
on CD clearly marked and
provided to the Overseeing
Organisation.
Remarks
Table 1/22/1 Details of Record Photographs
Volume 2 – Works Information 28 10 13
Page 166 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/23
APPENDIX 1/23
RISKS TO HEALTH AND SAFETY FROM MATERIALS OR
SUBSTANCES
General
This Appendix is directed at measures to protect the public from exposure to
substances hazardous to health.
The Contractor’s attention is drawn to the fact that many common building materials
that would not usually be considered hazardous to health, might in certain
circumstances become so, e.g. cement dust raised by grinding or cutting of concrete
components.
No uncommon substances are used in the works beyond those stated in Highways
Agency Advice Note SA 8/94 “Use of Substances Hazardous to Health and Highway
Construction” incorporating Amendment No 1 dated October 1994, (MCHW 6.2.1).
Under the COSHH Regulations, it is the responsibility of the Contractor to ensure that
working practices, protective measures, monitoring and control measures are in place
to minimise risks to the workforce and the general public.
The Contractor shall undertake sufficient inspections and actions to ensure any
hypodermic needles or similar hazardous items that may have been discarded
throughout the site are identified and removed to the satisfaction of the Overseeing
Organisation, including provision for a suitable means of disposal.
The following materials have been identified as potentially hazardous to the health of
the public:
i)
Sprayed curing membranes;
ii)
Substances that cure by releasing compounds into the air;
iii)
Paint systems;
iv)
Dust caused by cutting of paving slabs or block work units;
v)
The Contractor’s attention is drawn to the presence of oil and diesel residue in
drainage runs;
vi)
The contractors attention is drawn to the potential presence of contaminates in
site won materials in locations identified in Appendix 6/2
vii)
The Contractor’s attention is brought to the fact that it is assumed that ACM’s
are located in the works, in cabinets, drainage pipework and beneath parapets
and drawn to the Scheme Asbestos Management Plan for the M62 Junction 30
to 32 MIDAS and CCTV Scheme (SAMP) and the possible presence of
Asbestos in some of the existing materials used in the construction of the
motorway and supporting systems. To discharge responsibilities under the
control of Asbestos Regulations 2006 the contractor is required to include for
and follow the Asbestos Action Plans referred to in the SAMP and to carry out
such surveys identified as required in the SAMP before undergoing any works,
Volume 2 – Works Information 28 10 13
Page 167 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/23
to prepare and submit a report identifying any asbestos found, arrange for the
information identified to be accurately reported in an electronic format to the
Highways Agency or their agents. ACM’s are not to be removed or disturbed
without detailed consultation with the CDMC.
Assessment of Risk Measures to Prevent or Control Exposure
The Contractor shall provide the Overseeing Organisation with details of the measures
to be taken to prevent or control the exposure of the public with the substance to
acceptable levels.
Each specialist contractor shall provide the Overseeing Organisation with details of
potentially hazardous substances, their associated risks, and the mitigating measures
to be taken to prevent or control the exposure of the public to hazardous substances, to
acceptable levels.
Details provided are to include:
i.)
Restrictions in relation to traffic management measures
ii)
Restrictions in relation to working practices
iii)
Measures taken to protect members of the public
iv)
Monitoring is to be undertaken
Minimum Restrictions and Measures to be taken
With regard to materials identified in section 1.0 above and any other material
hazardous to health
Spraying shall not take place within 6m of locations where the public might rightly have
access, unless the public are protected from the effects of spraying in those areas in a
manner that shall be subject to the approval of the Overseeing Organisation.
When wind speeds are in excess of 0.5 m/s but less than 5 m/s spraying shall not take
place within 16m upwind of locations where the public might rightly have access, unless
the public are protected from the effects of spraying in those areas in a manner that
shall be subject to the approval of the Overseeing Organisation.
When wind speeds are in excess of 5m/s spraying shall not take place.
Spraying shall not take place in conditions when airborne spray materials would be
difficult to see, e.g. in mist, fog or at night.
Signs to warn the public shall be positioned at suitable locations. Signs are to comprise
black lettering, 75mm high, on a yellow background and are to bear the legend
‘WARNING - MATERIALS HAZARDOUS TO HEALTH BEING USED IN
CONSTRUCTION WORKS’.
Temporary fencing shall be used to prevent unauthorised access into areas where
hazardous substances are being used, or (in the case of asbestos formwork) removed
Volume 2 – Works Information 28 10 13
Page 168 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/24
APPENDIX 1/24
QUALITY MANAGEMENT SYSTEM
General
The Contractor shall institute and operate a quality management system complying with
BS EN ISO 9002 and Clause 104. The quality management system shall be described
in the Quality Plan that shall be submitted to the Overseeing Organisation for its
acceptance.
The Quality Plan shall cover the following items:
i)
Contractor’s organisation and management;
ii)
Contractor’s method statements and construction procedures;
iii)
Contractor’s construction quality control;
iv)
Supplier’s Quality Plans.
Quality Plans shall conform to the requirements in this Appendix.
Items i) and iii) of the Quality Plan shall be submitted to the Overseeing Organisation for
acceptance not later than 14 days after award of the Contract. The Contractor shall
submit other parts of the Quality Plan prior to commencement of any related work or
activity and to a timetable included in item i).
Contractor’s Organisation and Management
This section of the Quality Plan shall include:
i)
Definition of the Contract and its documentation;
ii)
The organisation of the Contract, including the line of command and
communication links between parties involved in the Contract;
iii) Names, roles, responsibilities and authority of principals and key Personnel;
iv) Control of liaison and meetings with third parties;
v)
Identification of the contractor’s own staff responsible for overseeing each major
activity;
vi) The main Contractor’s control of sub-contracts;
vii) Document control;
viii) Programme for submission of method statements and Suppliers’ Quality Plans;
ix) The Quality Plan shall identify procedures (which may be a part of the Contractor’s
general procedures) that cover the topics listed below. Copies of these procedures
shall be made available to the Overseeing Organisation on request.
x)
The quality plans for sub-contractors and suppliers of work, goods and materials,
which are the subject of quality management schemes;
xi) Procedure for the preparation, review and adjustment of programmes for the
effective progression of the Works and the recording of this;
xii) Control and approval of purchases of materials;
Volume 2 – Works Information 28 10 13
Page 169 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/24
xiii) Control of off-site activities (where appropriate);
xiv) Procedures for the regular review and recording by the Contractor of the quality of
the Works and the closing out in due time of any Non Conformance Reports
(NCRs). An escalation process to the senior management of the Overseeing
Organisation must be put in place for any NCRs not closed out within 1 calendar
month of the NCR being issued by the Overseeing Organisation’s supervisor;
xv) Control of personnel selection, based on their care, skill and experience;
xvi) Management review/audits to monitor and exercise adequate control over the
implementation of the quality plan;
xvii) Any other relevant item.
Contractor’s Method Statements and Construction Procedures
This section of the Quality Plan shall:
i)
Include detailed method statements for each major activity whether directly
controlled or subcontracted. The method statements shall identify hold points and
invoke:
Work instructions
Quality control procedures
Compliance testing/inspection arrangements and
Work acceptance procedures for all activities that might affect the quality
of the permanent and temporary works.
ii)
Identify the relevant construction procedures in the Contractor’s own Quality
Management System and provide copies on request).
Contractor’s Construction Quality Control
This section of the Quality Plan shall include a Statement of the Contractor’s
organisation for quality control.
The quality plan shall identify procedures (which may be a part of the Contractor’s
general procedures) that cover the topics listed below:
i)
Arrangements for ‘receiving’ and ‘in-process’ testing;
ii)
Control of test laboratories;
iii)
Control of test, measuring and inspection equipment;
iv)
Document control;
v)
Procedure for monitoring and recording the inspection, test and approval status of
the constructed/installed work;
vi)
Procedures for tests and inspections for the purpose of the Contractor certifying
that prior to covering up, each part of the Works is complete and conforms to the
Contract;
Volume 2 – Works Information 28 10 13
Page 170 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/24
vii) Procedure for the review of work submitted for review but not accepted as
conforming to the Contract;
viii) Procedure for the collation of quality records as identified in BS EN ISO 9002, and
provision of copies when requested by the Overseeing Organisation.
Copies of these procedures shall be made available to the Overseeing Organisation on
request.
Organisations’ Quality Plans
The Quality Plan shall include:
i)
Definition of the product or service to be provided;
ii)
The organization organogram shall describe the line of command and stating the
name of the senior manager responsible for the contracted Work and the name of
the Organization’s on-site Management representative. Contact addresses,
telephone numbers etc shall be provided;
iii)
Identification of the relevant parts of the Organization’s quality system relevant to
the product or service being provided. (Copies to be provided to the Overseeing
Organisation on request);
iv)
The control of personnel selection (at works and on site), including special
requirements for skilled personnel e.g. certification of welders, training of
operatives, experience requirements etc;
v)
Specific procedures for the following:
vi)
*Receipt and examination of certificates of conformity and test results for
purchased products.
vii)
*Product identification and traceability.
viii) *Handling, storage, packaging and delivery to site and storage and handling on
Site.
ix)
Quality records.
Items marked * where available and appropriate, copies of the Organization’s quality
system/general procedures may be acceptable.
Volume 2 – Works Information 28 10 13
Page 171 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/25
APPENDIX 1/25
TEMPORARY CLOSED CIRCUIT TELEVISION (CCTV)
General
The Contractor shall supply, install, maintain, and subsequently remove the temporary
closed circuit television (CCTV) system, as specified in Clause 125 of the Specification for
Highways Works, for the entire period that traffic management is required, to
accommodate works where recovery vehicles are necessary and, in addition where
narrow lanes are to be employed.
The CCTV system shall be in operation a number of days, prior to setting out traffic
management and shall be in continuous operation until a Certificate of Completion has
been issued for the whole of the Works.
The Contractor shall provide sufficient quantities of colour digital video camera equipment
to provide blanket coverage of the roadworks and this shall be demonstrated by
observation of a test vehicle a maximum of 1.5 metres high. The vehicle shall be
equipped with a flashing beacon and Motorway Maintenance labelling and a mobile
communication system. Contact with the test vehicle will be established and the vehicle
will be tracked throughout the length of the roadworks from the monitoring station. At the
instruction of the Overseeing Organisation the test car shall stop on the hard shoulder and
the Contractor shall demonstrate that a height of 1.5 metres is a minimum of 2% of the
monitored height. If this test shows that there are areas where the specified coverage is
not available, the Contractor shall install additional cameras, or adjust the positions of
cameras/lenses at the Contractors expense.
The duration for re-recording any given incident onto a separate recording tape shall be
capable of being set to 3 hours, 6 hours, 9 hours or 12 hours.
During daylight hours it shall be possible to read the number plate of a stationary vehicle
on a monitor within the CCTV Control Room, under normal daylight conditions for the time
of year. Daylight hours are the hours between official lighting up times as specified by the
local Meteorological Office for the area of the works in question. The contractor will need
to ensure that the design of temporary CCTV cameras is sufficient to take account of any
dark areas as a result of existing lit areas not being maintained in accordance with
TD23/99 the ”Trunk Road and Trunk Road Inspection and Maintenance of Road Lighting.”
The Contractor should note that a dedicated link to the Regional Control Centre (refer to
Appendix 1/17) should be maintained at all times.
If the Contractor wishes to fix cameras to existing structures technical approval will be
required from the maintaining authority. It shall be the Contractor’s responsibility to
secure any such approvals.
The Contractor shall ensue that the Highways Agency procedures for connecting
equipment to unmetered supplies is followed in advance of connecting any temporary
CCT
Volume 2 – Works Information 28 10 13
Page 172 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/27
APPENDIX 1/26
TEMPORARY AUTOMATIC SPEED CAMERA SYSTEM FOR THE
ENFORCEMENT OF MANDATORY SPEED LIMITS AT ROADWORKS
(TASCAR)
1.
General
1.1
The Contractor shall supply, install, maintain in conjunction with the Chief Officer of
Police and remove on completion the Temporary Automatic Speed Camera System for
the Enforcement of Mandatory Speed Limits at Roadworks (TASCAR) as described in
this Appendix and in Appendix 1/27. Wherever ‘the Chief Officer of Police’ occurs in
this Appendix it shall be construed to refer to the Chief Officer of Police named in
Appendix 1/27. The Contractor shall ensure that the System is completely installed
and fully operational from the time defined in Appendix 1/27 and that it remains in
operation for the duration of the Contract unless otherwise specified in Appendix 1/27.
1.2
As a prescribed device under the provisions of the Road Traffic Act 1991, all equipment
shall conform as a minimum to the requirements of the Home Office and “The
Automatic Distance/Time Speedmeter Handbook” issued by the Police Scientific
Development Branch (PSDB), Publication No 95. The equipment shall also have
received ‘type approval’ (HOTA) from the Secretary of State at the Home Office.
Should there be any inconsistency between the requirements of the contract and
HOTA the latter shall take precedence. All equipment shall be so maintained by the
Contractor throughout the period that the TASCAR is required to be provided, as
specified in Appendix 1/27.
1.3
The number of monitoring sites required for this Contract is specified in Appendix 1/27.
All equipment necessary to bring the sites into operation shall be provided by the
Contractor.
1.4
The Contractor shall be responsible for the design of the Installation that shall be
approved by the overseeing organisation and the Chief Officer of Police before it is put
in place. The Contractor shall contact the Chief Officer of Police to determine the
operating requirements.
2.
Average Speed Measuring System
2.1
The system shall include one or more linked pairs of camera outstations located at
entry and exit points of a defined zone or zones as specified in Appendix 1/27. Each
pair of camera outstations shall include one entry outstation and one exit outstation
unless otherwise specified. The camera outstations shall be connected to one or more
roadside cabinets as referred to below.
2.2
There shall be an adequate electrical supply to all components of the system.
Volume 2 – Works Information 28 10 13
Page 173 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/27
3.
Camera and Control Unit
3.1
The equipment shall be capable of calculating the average speed of vehicles travelling
over a defined zone as specified in Appendix 1/27 and generating a record of those
violating a pre-set threshold.
3.2
The violation record shall include an image of the target vehicle in the context of its
surroundings and the registration number of the target vehicle will be legible in all but
exceptionally adverse lighting and weather conditions.
3.3
The record of detected violations shall be written onto Write Once Read Many (WORM)
disks in accordance with the requirements of Home Office Type Approval (HOTA).
WORM disks shall be capable of storing at least 8000 speed violation records. WORM
disks shall be supplied as specified in Appendix 1/27. WORM disks shall be housed
within a roadside cabinet as defined in Appendix 1/27. The location of the roadside
cabinet shall be in accordance with the prior written approval of The Chief Officer of
Police. The equipment shall be secured such that only authorised personnel may gain
access to it.
3.4
Each speed violation record shall include the following information as a minimum.
1.
2.
3.
4.
5.
6.
7.
Date of violation.
Time of violation.
Average Speed of offending vehicle.
Site identification code.
Offence number.
WORM disk reference number.
Distance and time taken to travel between the entry and exit cameras.
3.5
The system shall have an inbuilt self-test mechanism and shall not be capable of
operation while any fault in the system exists.
3.6
The control unit shall be capable of recording the total number of vehicles monitored
and the total number of offences above an operator-specified speed threshold.
4.
Dummy Outstation
4.1
The external appearance of any dummy outstation shall be indistinguishable from that
of a live one.
5.
Street Furniture
5.1
Camera outstations shall be installed such that there is a minimum height clearance of
5.41m over any part of the pavement or verge capable of being trafficked. There shall
be an unrestricted view from any camera of the section of carriageway to be monitored.
Camera outstations are to be mounted on purpose-designed columns. Where this is
impracticable, suitable existing structures may be used.
5.2
Where the camera outstation is column mounted, the column and foundation design
shall comply with BD94/07 ‘Design of Minor Structures’. The Contractor shall supply
Volume 2 – Works Information 28 10 13
Page 174 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/27
the Overseeing Organisation with two copies of the certified drawings of the camera
columns and foundations for approval.
6.
Installation
6.1
The contractor shall install the equipment required under this Appendix and Appendix
1/27 at the monitoring locations specified in Appendix 1/27 and in accordance with any
particular installation requirements in Appendix 1/27.
6.2
The distance between linked outstations shall be measured in accordance with the
requirements of HOTA.
6.3
The video cable connecting each camera outstation to the roadside cabinet shall be
surface laid or tied to barriers as directed. Where the cable is to cross any carriageway
this shall be by means of bridges, gantries or ducts as identified in Appendix 1/27.
Where ducts are used these are to be rodded and roped prior to cable installation by
the contractor.
6.4
The Contractor shall carry out any necessary reinstatement on removal of the system.
7.
Commissioning and Acceptance
7.1
The Contractor shall be responsible for the commissioning of the TASCAR as a whole,
including secondary checks and the calibration of each piece of equipment, including
ensuring its correct operation.
7.2
The commissioning of the TASCAR shall be carried out by the supplier of the System
in the presence of and for acceptance by the Chief Officer of Police and shall be in
accordance with any particular requirements in Appendix 1/27. The Contractor shall
give the Overseeing Organisation not less than 4 days clear notice of his intention to
carry out this work, to allow for a designated representative of the Chief Officer of
Police to attend. Commissioning Certificates shall be provided to the Overseeing
Organisation.
8.
Operation and Maintenance
8.1
The TASCAR operator will be the Chief Officer of Police and his delegated officers.
Once the TASCAR has been commissioned, redirecting of the camera outstations or
the switching of detection equipment between zones will be the responsibility of the
Chief Officer of Police as operator. He will also be responsible for the loading and
unloading of WORM disks. The Contractor shall furnish whatever assistance is
requested by the Chief Officer of Police through the Overseeing Organisation to carry
out these tasks.
8.2
The Contractor and his supplier shall maintain the System as specified in this Appendix
and Appendix 1/27.
Volume 2 – Works Information 28 10 13
Page 175 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/27
APPENDIX 1/27
TEMPORARY AUTOMATIC SPEED CAMERA SYSTEM FOR THE
ENFORCEMENT OF MANDATORY SPEED LIMITS AT ROADWORKS
(TASCAR) - PARTICULAR REQUIREMENTS
1.
Scope - Location and Quantities
1.1
A camera outstation consists of a video camera and its infrared lighting source. A pair of
linked camera outstations is required for each monitored lane within a speed-controlled
zone. The number of lanes to be monitored within the speed-controlled zone in this
contract is 2 no. The lanes to be monitored are to vary to co-ordinate with the various
Traffic Management phases. The lane(s) to be dummy-monitored will also vary to coordinate with the Various Traffic Management phases.
1.2
Each control cabinet can monitor a single pair of camera outstations at a time.
However, it is not always necessary for every operational pair of cameras to be enforced
at a given time. To change between camera pairs, the police swap over video feeds at
the control cabinet location. In this way, a single cabinet can cater for up to 4 pairs of
cameras. The following minimum quantity of equipment is required:
Functional linked camera outstation pairs
Dummy camera outstations
Column-mounted outstations
Structure-mounted outstation
Control cabinets.
However, the Contractor shall be responsible for the design and determine the necessary
equipment, which shall be approved by the Overseeing Organisation and the Chief Officer of
Police before it is put in place.
1.3
The contractor shall supply install and maintain (and remove on completion) the
TASCAR, specified in Appendix 1/26 and this Appendix, at the entry and exit points of
each Traffic Management zone. Cameras shall also be provided within 0.5Km after a
junction entry that is located within a Traffic Management Zone.
1.4
The location of the first camera within a Traffic Management Zone shall be a maximum
of 100m from the start of the speed restriction. The maximum spacing between a pair of
cameras shall be 2Km.
2.
Chief Officer of Police
2.1
The Chief Officer of Police in Appendix 1/26 is the Chief Officer of Police for West
Yorkshire.
Volume 2 – Works Information 28 10 13
Page 176 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No. 1/27
3.
Provision of Write Once Read Many (WORM) disks
3.1
Each roadside cabinet shall be provided with a WORM disk as specified in Appendix
1/26. Replacement disks will be provided by the Contractor at the rate of one disk per
week of operation of the System.
4.
Installation, Commissioning and Period of Operation
4.1
Camera outstations shall be installed and commissioned at least 12 hours before
installation of the temporary traffic management arrangement is complete. They shall
then remain in continuous operation until removal of the temporary traffic management
arrangement commences. The above shall apply for each and every phase of
temporary traffic management unless directed otherwise by the Overseeing
Organisation. At the end of the period of operation required under the Contract, the
equipment shall remain the property of the Contractor.
4.2
The Contractor shall ensue that the Highways Agency procedures for connecting
equipment to unmetered supplies is followed in advance of connecting any TASCAR
equipment.
5.
Reinstatement of Surfaces
5.1
Reinstatement of verge areas shall consist of backfilling any hole(s) with acceptable
material to Clause 601 up to a level 100mm below specified finished levels. The
remaining 100mm thickness shall be filled with topsoil Class 5B to Clause 601.
5.2
Reinstatement of paved footway areas shall consist of backfilling any holes with subbase Type 1 to Clause 803 and compacting adequately such that this terminates 65 mm
below specified finished levels. The remaining 65 mm thickness shall be backfilled with a
50 mm thick layer of dense macadam (20 mm aggregate) to Clause 906 covered by 15
mm thickness of dense macadam wearing course (6 mm aggregate) to Clause 909. The
wearing course shall extend not less than 150 mm beyond the hole, which has been
backfilled and shall be keyed into existing surfacing by its prior excavation to a depth not
greater than 15mm.
6.
Temporary Traffic Signs
6.1
For temporary traffic signs needed with TASCAR, refer to RPD/NMMD Document N 5/97
"Speed Cameras at Major Roadworks" dated 4 February 1997, which includes (at
Appendix B) Circular Roads 1/95".
Volume 2 – Works Information 28 10 13
Page 177 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
APPENDIX 1/70
REQUIREMENTS FOR STRUCTURES TO BE DESIGNED BY THE
CONTRACTOR
General
The Contractor shall follow the requirements of this Appendix:
When designing temporary works;
When designing structures for the permanent works.
Design
Design Data, Record Data and Certification Procedure
Design data to be submitted, as set out below shall be provided in duplicate, and
shall include, without limitation, the following:
i)
Completed copies of the relevant Numbered Appendices;
ii)
Other calculations necessary to support the Contractor’s Proposals;
iii)
Other selected calculations which the Overseeing Organisation may request
relating to the Contractor’s proposals for testing;
iv)
Relevant drawings and schedules.
All Design Data (other than for Temporary Works) shall be prepared under the
supervision of the Contractor’s Designer. The Contractor’s Designer shall submit to
the Checker all Design Data in respect of Highway Structures. The Checker, when
satisfied that he is able to do so, shall issue a Check Certificate in the form set out
in BD 2/12, unless an alternative format is specifically requested by individual
Project Manager’s Instruction.
In accordance with paragraph 2.1 above, the Design Data for the Works submitted
to the Overseeing Organisation shall be accompanied by the following Certificate a
Design Certificate in respect of the Design Data relating to Highway Structures
signed by the Contractor’s Designer in the form set out in BD 2/12, unless an
alternative format is specifically requested by individual Project Manager’s
Instruction.
Design Data for Temporary Works may be prepared by the Contractor or the
Contractor’s Designer if the Contractor so chooses as per paragraph 2.1. above
shall be accompanied by a Design Certificate in respect of Design Data relating to
Highways Structures in the form set out in BD 2/12.
The Contractor shall obtain from the Contractor’s Designer and furnish to the
Overseeing Organisation reports and other information as may be required under
the Contract.
Volume 2 – Works Information 28 10 13
Page 178 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
Unless the scheme Designer has agreed in Appendix 1/10 to liaise on the
Contractor’s behalf with the Overseeing Organisation, all Certificates together with
the supporting documentation shall be submitted by the Contractor to the
Overseeing Organisation in duplicate and in PDF format. A minimum of 28 days
shall be allowed in the programme for the Overseeing Organisation to review the
submissions required for each certificate.
All construction issue Works Information shall be submitted by the Contractor to the
Overseeing Organisation for his acceptance in the form set out in BD 2/12.
The terms, expressions and categories of structures used in this Section are
defined in BD 2/12.
General Requirements
The design of Highway Structures incorporated in the Works shall comply with the
relevant standards contained in the DMRB.
The design of new structures shall be subject to the technical appraisal of a
Technical Approval Authority (TAA) nominated by the Overseeing Organisation.
The appraisal entails a review of the proposals within the framework of the relevant
Approval in Principle Form (AIP). A separate form shall be prepared for each
Structure.
The Category of Structure shall determine the degree of independence of checking
of Design Data required for that Structure under the Review and Certification
Procedure. Design Data relating to each Structure (including without limitation
assessments, drawings and bar schedules) shall be checked in accordance with
the requirements of BD 2/12.
As soon as sufficient Design Data for that Structure has been prepared to allow the
determination of a Category, in advance of the AIP, the Contractor shall submit a
proposed Category (together with such Design Data as necessary to support that
proposal) to the TAA/Overseeing Organisation. The TAA/Overseeing Organisation
shall be entitled to raise objections to such proposed Category only on the grounds
that the proposal is not consistent with the definitions of Categories in BD 2/12.
All Highway Structures incorporated in the Works shall require a Design Certificate
in accordance with BD 2/12, and when required, a Check Certificate. Design and
Check Certificates shall reference the AIP that has been countersigned by the TAA
and accepted as part of the Contractor's Proposals.
Design and Check Certificates must be signed by the respective parties as
specified on the Certificate. Design and Check Certificates relating to individual
elements of a structure may be submitted. However, should element certification
be adopted for a structure, a Design and a Check Certificate relating to the
whole structure shall be submitted at the end of the design/check process.
All Design Data relating to Highway Structures prepared or adopted in connection
with the Contractor's Proposals shall be submitted to the Overseeing Organisation
Volume 2 – Works Information 28 10 13
Page 179 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
in accordance with the Review and Certification Procedure and shall be
accompanied by:
`
i)
All relevant Design Certificates.
ii)
A Check Certificate, where required.
The following are not required to be submitted to the Overseeing Organisation
unless expressly called for by it:
i)
Design Data in respect of Temporary Works
Without limitation of Clause 21 of the Conditions of Contract, no Design Data
relating to any Structure other than those in Category O shall be submitted to the
Overseeing Organisation unless:
i)
A completed AIP that has been accepted by the TAA has already been
provided; or
ii)
The submission includes a fully completed AIP that has been accepted by the
TAA.
Except where time durations for review are exempt by Appendix 1/10, certificates
shall be submitted, together with two full sets of the accompanying drawings, at
least 10 weeks in advance of the commencement on site of the construction of
each Structure.
If the Contractor’s Designer makes a submission of Design Data relating to a
Structure at a time when there is no AIP in respect of such Structure to which there
has been no objection under the Review and Certification Procedure, then the time
period for review under the Review and Certification Procedure of such submission
of Design Data shall not begin to run until the date on which a completed AIP has
been submitted in respect of such Structure and there has been no objection to it
under the Review and Certification Procedure.
Any submission of an AIP shall be made to the Overseeing Organisation in
accordance with the Review and Certification Procedure and shall include the
information required by the model Form set out in BD 2/12. The AIP shall be
signed on behalf of the Contractor’s Designer and the Contractor.
The time periods set out in Table 1/70-1 below shall apply in relation to a
submission of an AIP under the Review and Certification Procedure and take
account of the requirement for the TAA to be involved in the review of the AIP
under the Review and Certification Procedure. The Overseeing Organisation may
raise comments in respect of an AIP submitted under the Review and Certification
Procedure only on the grounds that:
i)
The AIP is incomplete;
ii)
The AIP is not accepted by the TAA as part of the Contractor's Proposals;
iii)
The proposals in the AIP are otherwise not in accordance with the Works
Information;
Volume 2 – Works Information 28 10 13
Page 180 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
iv)
The proposals in the AIP are not in accordance with Good Industry Practice.
FIRST SUBMISSION OF AIP
STRUCTURE
GROUP
Structures
Cat 0
N/A
RE-SUBMISSION OF AIP (that has
been returned to the Contractor’s
Designer)
Cat 1
Cat 2
Cat 3
Cat 0
Cat 1
Cat 2
Cat 3
6.0
6.0
8.0
N/A
5.0
5.0
6.0
Table 1/70-1: Review Times for Approval in Principle Forms (AIPs)
Notes:
(a)
(b)
(c)
The review time commences when the Overseeing Organisation
actually receives the completed AIP Form.
All review times are quoted in weeks.
To aid the review process it is suggested that the Contractor
informally discusses proposed submissions with the Overseeing
Organisation prior to making a formal submission.
Acceptance of each AIP shall be confirmed by countersignature of the AIP by the
TAA.
Any variation which the Contractor’s Designer wishes to make to an AIP which has
been accepted as part of the Contractor's Proposal or has been subject to the
Review and Certification Procedure during design, assessment or construction
shall be submitted in accordance with the Review and Certification Procedure as an
addendum to the AIP, be subject to the review periods identified in Table 1/70-1,
and there shall have been no objection under the Review and Certification
Procedure before it is implemented.
The Contractor’s Designer shall submit to the Checker all relevant Design Data for
Structures incorporated in the Works.
All checks shall be undertaken in
accordance with the requirements of BD 2/12.
The Design Team, Contractor’s Designer, Checking Team and Checker shall each
satisfy itself as to the applicability and accuracy of all computer programs used and
shall ensure the validity of the program for each application. The Checking Team
and Checker shall each also be responsible for its own interpretation of the ground
information referred to in the AIP.
Independence of the Design Team and Checking Team and the Contractor’s
Designer and the Checker shall be maintained. The method of analysis they
employ need not be the same. They may consult each other to ensure that the
results they are obtaining are directly comparable.
Volume 2 – Works Information 28 10 13
Page 181 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
Temporary Works
The provisions of BD 2/12 shall apply to all Design Data prepared or adopted in
connection with any Temporary Works over or supporting any Structure over,
under, supporting, alongside or otherwise affecting or potentially affecting any
highway or other way or area used by or accessible to the public.
Design Data relating to any Temporary Works shall be checked as follows:
i)
Any such Design Data prepared by or on behalf of the Contractor require
an independent check by the Contractor’s Designer; and
ii)
Any such Design Data prepared by the Contractor’s Designer require an
independent check by a Checking Team which may be from the
Contractor’s Designer but shall be independent of the Design Team.
In performing the check the Contractor’s Designer shall satisfy itself that:
i)
The Design Data meet the Contractor's Proposals and otherwise comply
with the requirements of this Contract;
ii)
The Temporary Works (as a whole and the constituent parts) are
satisfactory for the safe and proper discharge of the Contractor's relevant
obligations: and
iii)
The Design Data reflect the requirements of the relevant authorities for all
affected highways or other ways or areas used by or accessible to the
public and the Contractor’s Designer shall issue a Temporary Works Check
Certificate in accordance with the Contract.
If the Contractor proposes to vary or amend the Works Information in respect of
any Temporary Works, such proposal together with an explanation of the reason for
the proposed change shall be submitted to the Overseeing Organisation in
accordance with the Review and Certification Procedure. Such proposal shall be
dealt with in accordance with the provisions of the Contract applicable to a Change
or an Alternative Proposal, as the case may be, provided that the Overseeing
Organisation shall be entitled to raise comments in respect of any such proposal
under the Review and Certification Procedure only on the ground that the conduct
of any Temporary Works in accordance with the proposal may endanger public
safety.
Where any Temporary Works may endanger public safety on any highway or other
way or area used by or accessible to the public other than the Works, the
Contractor’s Designer, on behalf of the Contractor, shall consult the relevant
authority and the Design Data shall reflect their reasonable requirements.
Volume 2 – Works Information 28 10 13
Page 182 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
FIRST SUBMISSION OF AIP
RE-SUBMISSION OF AIP
6.0
5.0
Structures
Table 1/70-2: Review Times for Temporary Works Approval in Principle Forms
(AIPs)
Notes:
(a)
(b)
(d)
(e)
Table 1/70-2 applies only to AIP's in respect of Temporary Works
The review time commences when the Overseeing Organisation
actually receives the completed AIP.
All review times are quoted in weeks.
To aid the review process it is suggested that the Contractor
informally discusses proposed submissions with the Overseeing
Organisation prior to making a formal submission.
Definitions
The words and expressions used in this Appendix have the following meaning:
"Alternative Proposals"
means one of the following:
(i)
A proposal in connection with a change in
the design, quality or quantity of any of the
Works Information (or Contractor's
Change) for Highway Structures being
incorporated in the Works whether
Specified, Additional or relating to
assessments and resulting proposals for
alterations to existing Highway Structures.
(ii)
A proposal in connection with a Departure
as defined below.
(iii)
A proposal after the award of Contract in
connection with a change.
"Checker"
means the consulting engineers, being
independent of the Contractor’s Designer,
appointed to check the design of the Highway
Structures and such other Design Data (if any).
"Checking Team"
means the group of engineers within the
Contractor’s Designer actually undertaking a
check of a Highway Structure.
"Contractor’s Designer"
has the meaning given in Clause Z10.2 of the
Volume 2 – Works Information 28 10 13
Page 183 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
Conditions of Contract.
"Design Team"
means the group of engineers within the
Contractor’s Designer actually undertaking the
design or assessment or work in connection with
the operation, maintenance or improvement in
respect of a Highway Structure.
"Partner (or Director)"
means a senior representative employed by the
Contractor, Contractor’s Designer or Checker
who has been nominated by the relevant
organisation to the TAA/Overseeing Organisation
as having the authority to sign Certificates on
behalf of its organisation.
Quality Assurance
Design Quality Plan
Stage 1 minimum requirements:

Copy of a current certificate from a third party accredited by the United
Kingdom Accreditation Service (UKAS) or equivalent showing that the
Contractor’s Designer operates a quality management system complying
with BS EN ISO 9000.

Identification of key personnel, with CV’s, to be engaged in the design.

Identification of key personnel, with CV’s, to be engaged as Checker
(where appropriate)
Stage 2 minimum requirements:

Within 28 days of the starting date, the Contractor’s Designer will be
required to provide a quality plan for design activity complying with the
Highway’s Agency’s Advice Note HA 46: Quality Assurance for Highway
Design.

Quality documentation for the Contractor’s Designer shall include a quality
plan which follows BS ISO 10005 and shall describe how the obligations of
the Contractor’s Designer under the Contract will be performed. Such
quality documentation shall include:
i)
Details of the scope of services and the certificates, reports and other
deliverables to be provided and target dates for delivery of the same;
Volume 2 – Works Information 28 10 13
Page 184 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
ii)
A project-specific quality manual describing how the Contractor’s
Designer’s Quality Management System meets the requirements of BS
EN ISO 9001 on site and in the design office;
iii)
A list of the written procedures to be followed in the design office and
on site to ensure the effective management of the activities to be
performed by the Contractor’s Designer, including details of any
amendments required to its standard procedures;
iv)
Any written project specific procedures which will be followed;
v)
Details of the Contractor’s Designs main contractual arrangements,
including sub consultants;
vi)
Details of the Contractor’s Design organizational structures, staffing
and lines of communication both for the design office and on site;
vii)
Job descriptions for key staff including responsibilities and the specific
experience required for those positions (a copy of the CV for each
individual shall be separately submitted on that individual’s
appointment);
viii)
The arrangements for the Contractor’s Designer’s quality control of its
own work including Hold Points both for the design office and on site,
including design review or verification plans or a list of inspection and
test plans as appropriate;
ix)
The arrangements (including timing and scope) for auditing and
management review of the Contractor’s Designer’s own and its
subconsultants’ activities and Quality Management Systems;
x)
Names of key staff and contact details of other parties including,
Checking Team and Checker (if any).
xi)
Details of the particular arrangements related to the Contractor’s
Designer’s obligations under the CDM Regulations;
xii)
The liaison, document control and reporting arrangements with the
Contractor, the Overseeing Organisation, relevant authorities and other
interested parties;
xiii)
Measures for reporting and dealing with the identification of non
conforming work or on-site problems;
xiv)
Arrangements for recording and reporting to the Contractor the
occurrence of any of the matters covered by Clause 40 of the
Conditions of Contract and any other matter which constitutes or may
constitute a breach by the Contractor under the Contract;
xv)
Details and scope of current third party certification of operating a
Quality Management System which complies with BS EN ISO 9001 for
the locations where the work will be undertaken;
Volume 2 – Works Information 28 10 13
Page 185 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Appendix No.1/70
xvi)
Programme of the Contractor’s Designer’s and arrangements for
monitoring and reporting progress of its own work to the Contractor;
xvii)
Details of particular quality record requirements including retention
times;
xviii)
Details of the person with defined authority for establishing,
maintaining and reporting on the Contractor’s Designer’s Quality
Management System;
xix)
Details of the particular key reference documents, standards and
performance and design input criteria (normally by a listing of Approval
in Principal Forms and Geotechnical Certification Forms);
xx)
Details of the method for controlling changes and modifications to the
Contractor’s Designer’s Quality Management System;
xxi)
Arrangements for interfacing with the Contractor and the Contractor’s
Quality Management System;
xxii)
The arrangements for the procurement and control of subconsultants
or subcontractors, including the requirements for the preparation and
submission of quality documentation and records;
xxiii)
The arrangements for the interface with those responsible for
landscaping, ecological and archaeological aspects of the Contract;
and
xxiv)
Any other information to demonstrate how the Contractor’s Designer
will meet its obligations under the Contract or otherwise in respect of
the project.
Volume 2 – Works Information 28 10 13
Page 186 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/71
APPENDIX 1/71
MAINTAINING AND REINSTATING ITS AND DATA SERVICES
General
This appendix provides requirements in respect of:
a) Providing continuity of ITS and data services during the M62 Junctions 30 – 32 HATMS
Scheme construction phase;
b) Reinstating ITS and related equipment that may have been damaged or removed
during construction, except where the scheme will be replacing an existing system with
completely new provision (e.g. MIDAS).
Where this appendix places a requirement on the Contractor to reinstate ITS or related
equipment following HATMS construction, the Contractor shall:
a) Ensure the equipment is working to the same level as it was prior to the construction
works;
b) Carry out a Condition Survey in conjunction with the appropriate Area Maintainer (e.g.
MAC / TechMAC) prior to commencing work on site and at the end of construction and
make good any difference between the condition surveys.
Section 4 (Equipment Quantities) of this Appendix provides an indicative list of the relevant
equipment quantities involved in providing the ITS services described in this appendix.
These may be additional to the quantities set out in Appendix 2/3.
The following shall be read in conjunction with this appendix:
c) Works Information - Mandatory Clauses, Data Loss;
d) Works Information Appendix 0/3;
e) Works Information, Appendix 1/25;
f) Works Information, Appendix 1/17;
g) Works Information, Appendix 2/1;
h) Works Information, Appendix 2/3;
i)
Works Information, Appendix 15/1.
Maintaining ITS and Data Services During HATMS Construction
General
The Contractor shall note there is a variety of Intelligent Transport Systems (ITS) already in
place in areas where the M62 Junctions 30 – 32 HATMS Scheme construction will take
place and that this ITS is critical to the delivery of a variety of traffic management, traveller
information and statistical data services. Details of the affected ITS services are set out in
Section 3 of this appendix.
Where the correct functioning of the ITS referred to in this appendix is disrupted during
HATMS construction, the contractor shall make arrangements to provide alternative
Volume 2 – Works Information 28 10 13
Page 187 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/71
facilities to deliver those services, or support the mitigation of loss of service as set out in
this appendix.
Particular attention should be paid to temporary diversion of the NRTS cable network as
described in Appendix 15/73, and power supplies which if disconnected would cause
equipment to cease working.
Real-time network surveillance
The Contractor shall install a temporary CCTV system covering the area where Traffic
Management has been deployed, in accordance with Appendix 1/25.
The Contractor shall provide a facility to transmit images from the temporary CCTV to the
CCTV Base Station (“TVBS”) at the North East Regional Control Centre (“NE RCC”) such
that the images can be selected, viewed, stored, and retransmitted in the same way as the
Agency can do with the images at present (i.e. prior to the construction works).
The contractor shall consult with the RCC Technology Manager for the specification for the
design and operation of this facility.
The contractor shall consult with NTCC Technology Manager and HANET to ensure the
specification for the design and operation of this facility meets their requirements.
As a point of information, the Highways Agency (the “Agency” or “HA”) intends to use such
images to:
a) Make such images available to the RCC;
b) Retransmit the images to the National Traffic Operations Centre (NTOC);
c) Record such images as per current HA policy;
d) Allow images from the temporary CCTV system to be viewed via the Highways Agency
Network Viewer, HANET.
Driver Information Services
The Agency considers the strategic diversion advice provided to drivers as a critical service
that must be maintained during HATMS construction. This service is provided via MS3
signs that are typically located at key decision points on the network.
Regarding the provision of strategic information during the works:
a) The contractor shall consult with the National Traffic Information Service (NTIS)
Technology Manager on the design and operation of temporary strategic information
during the works;
b) The Contractor shall maintain the operation of the three MS3s within the scheme area
by installing SP-ICE units and temporary power supplies. The Contractor shall also
install “Queues Likely” signs in the verge on the eastbound approach to M62, J 32.
In addition to MS3s, the Agency operates matrix signals, lane control signals and MS2s,
EMS, and MS4s. These are used for tactical driver information services, such as queue
protection, incident management and other information on the road immediately ahead (e.g.
“DEBRIS IN ROAD”).
Volume 2 – Works Information 28 10 13
Page 188 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/71
The contractor will consult with the RCC Technology Manager regarding the provision of
tactical driver information and determine the requirements for temporary provision of
tactical driver information during the works.
Reinstatement of Equipment after Completion of HATMS Scheme Construction
The Contractor shall reinstate or remove ITS and related equipment at the end of HATMS
construction in accordance with Table 1/71/1 overleaf:
Volume 2 – Works Information 28 10 13
Page 189 of 207
M62 Junctions 30 – 32 HATMS Scheme
Appendix No. 1/71
Table 1/71/1 Requirements for Existing Equipment
Existing equipment
Requirement during works
Reinstate
after works
CCTV cameras
Install temporary system
MS3s retained as part of
Use SP-ICE units and temporary
scheme design
power supplies to keep MS3s
operational. Install “Queues Likely”
fixed signs in the verge on the
Replaced by
HATMS
Scheme


eastbound approach to the J32 exit
slip
Lane control and matrix
Remove

signals
MIDAS loop sites
Existing sites to be utilised as part
of the scheme.
ATC (TAME) loop sites

TAME sites can be removed, and
replaced by MIDAS which is set to

permanently count enabled
Equipment Quantities
The following table provides an estimate of quantities of equipment relevant to the
requirements of this Appendix.
Volume 2 – Works Information 28 10 13
Page 190 of 207
M62 Junction 25 - 30 Managed Motorway Scheme
Appendix No. 1/71
List of Equipment on the Network serving the NTCC, Police, Traffic Master, Weather
Data etc
Police ANPR
Road
Junction
Site Type
Site Number
Maintainer
No ANPR affected
Location
Power
Comms
Location
Power
Comms
Power
Comms
Solar power
Solar power
GSM
GSM
NTCC Automatic Number Plate Recognition Cameras - travel time information
Road
Junction
Site Type
Site Number
Maintainer
No Cameras affected
TAME Traffic Count Sites
Road
Junction
Site Type
Site Number
Maintainer
Location
M62
M62
J30 - J31
J31 – J32
TAME
TAME
30350961
30350963
Serco
Serco
M62 J30-31 WESTBOUND
M62 J31-32 EASTBOUND
Marker
Post
122/5B
128/2A
Traffic Master Sites
Road
Junction
Site Type
Site Number
Maintainer
Location
No Sites Affected
Latitude
Longitude
Power
Comms
Weather Stations
Road
Junction
Site Type
Site Number
Maintainer
Location
No Sites Affected
Latitude
Longitude
Power
Comms
Power
Comms
Comms power
Comms power
Comms power
NRTS
NRTS
NRTS
Tactical and Strategic MS3 Signs
Road
Junction
Type
Variant
Maintainer
Bar Code No.
GPS Ref
M62
M62
M62
J31 – J32 E/B
J31 – J32 E/B
J32 E/B
MS3 - Tactical
MS3 - Tactical
MS3 - Strategic
2x12
2x12
3x18-CG
TechMAC
TechMAC
TechMAC
TBC
TBC
TBC
TBC
TBC
TBC
Volume 2 – Works Information 28 10 13
Page 191 of 207
Geog
Address
2271A
2278A
2293A
M62 Junction 25 - 30 Managed Motorway Scheme
Appendix No. 1/71
MS3s to kept operational using SP-ICE (GSM)
Existing PTZ Camera Schedule
Site Ref
Motorway
Junction
Marker Post
Maintainer
2271A
2293A
M62
M62
J31 – J32
J32
127/1A+04
129/2A+86
TechMAC
TechMAC
Volume 2 – Works Information 28 10 13
Page 192 of 207
Mounting
Structure
MS3
MS3
Equipment
Comms
2G TVOS
2G TVOS
NRTS
NRTS
M62 Junctions 30 – 32 CCTV * MIDAS Scheme
Appendix No. 1/72
APPENDIX 1/72
REQUIREMENTS FOR CONTRACTOR TO CARRY OUT ASBESTOS
SURVEYS
General Requirements
The Contractor shall carry out Asbestos surveys as required in accordance with the procedures
and programme stated in the Asbestos Management Plan, unless otherwise agreed by the
Overseeing Organisation.
The Contractor is to be responsible for maintaining and updating the scheme Asbestos
Management Plan, a copy of which is provided with the works information, from the start of the
Works up until handover to the relevant maintaining agent.
The Contractor is responsible for handover of the Asbestos Management Plan to the relevant
maintaining agents at the end of the Commissioning and Handover Stage.
All the above to be in accordance with the requirements of the HA IAN 63/05 rev3 - Asbestos
Management, as applicable to the Strategic Road Network.
Record Data and Certification Procedure
Record data to be submitted, as set out below shall be provided in duplicate, and shall include,
without limitation, the following:
i)
Completed copies of the relevant Appendices;
ii)
Relevant drawings and schedules.
Survey Requirements
The survey should be carried out in accordance with the programme of surveys detailed in the
Asbestos Management Plan or to an agreed programme of surveys agreed with the Overseeing
Organisation to meet works construction programme.
Asbestos Management
The Contractor shall be responsible for the safe removal /management of Asbestos should traces
be found during the works.
The Contractor shall inform the Overseeing Organisation immediately should the presence of
Asbestos be found within the extent of the site.
Volume 2 – Works Information 28 10 13
Page 193 of 207
M62 Junctions 30 – 32 CCTV * MIDAS Scheme
Appendix No. 1/73
APPENDIX 1/73
REQUIREMENTS FOR PCF PRODUCTS PREPARED FOR THE
OVERSEEING ORGANISATION BY THE CONTRACTOR
1. The Contractor shall ensure that the PCF Products required for Stages 5, 6 and 7 are
prepared in accordance with the Overseeing Organisation’s requirements as defined on
the HA PartnerNET website (http://www.ha-partnernet.org.uk/portal), and to meet the
requirements of the Stage Gate Assessment Reviews during Stages 6 and 7.
2. The requirements for the production of PCF products for Stages 6 and 7 shall be agreed
with the Overseeing Organisation.
3. The owner of each PCF product for Stage 5 is detailed in the table below.
Folder Number
PCF Product
Owner
1
Risk Management Plan
2
Risk Register
3
Value Management Plan
Atkins
4
Value Opportunities and Decision
Register
Atkins
5
Change Request Log
Atkins
6
Change Request Form
Atkins
7
Exception Report
Atkins
8
Technology Procurement Strategy
incl. Bulk Purchase
Atkins
9
Product Checklist
Highways Agency
10
Project Schedule
Atkins
11
F10 Notification of Construction
Project
Atkins
12
Construction Phase Plan
BMJV
13
Health & Safety File
Atkins
14
Maintenance & Repair Strategy
Statement
Atkins
Atkins
Highways Agency
Scheme Asbestos Management Plan
15
Atkins
16
Communications Plan
17
Road Safety Audit
Highways Agency
Atkins
Departures from Standards Checklist
18
19
Atkins
Implementation Report For New
Standards
Volume 2 – Works Information 28 10 13
Page 194 of 207
Atkins
M62 Junctions 30 – 32 CCTV * MIDAS Scheme
Appendix No. 1/73
20
Technology Commissioning Plan
Folder Number
22
PCF Product
Geotechnical Design Report
Atkins
Owner
Atkins
Structures Options Report Checklist
23
24
Atkins
Approvals in Principle Checklist
Atkins
Design & Check Certificates Checklist
25
26
Atkins
Pre-construction Design
Atkins
27
Safety Plan
Atkins
28
Safety Report
Atkins
Telecommunications Requirements
29
21
Atkins
Permit to Connect
Volume 2 – Works Information 28 10 13
Page 195 of 207
Atkins
M62 Junctions 30 – 32 CCTV * MIDAS Scheme
Appendix No. 1/73
30
RCC Technology and Capacity
Implications Report
Atkins
31
Site Data Change Request
Atkins
32
Electrical Supply Orders
Atkins
33
Code of Connection
Atkins
34
Contract Documents
Highways Agency
35
Statutory Undertakers Estimate
Atkins
36
Traffic Management Plan
BMJV
Volume 2 – Works Information 28 10 13
Page 196 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Annex A
Annex A
Scheme Specific Employer objectives for M62 J30 to J32 MIDAS & CCTV Scheme
The scheme specific Employer objectives and details below are additional to the Overriding
Principles and Objectives included in the Framework Contract.
Overall Objectives
1.
To support and enhance the role of the M62 as a major national and inter-urban regional
transport artery.
2.
To reduce congestion and to increase journey time reliability, and ensure the safe and
economic operation of the motorway.
3.
The project should aim to provide maximum value for money against its whole of life costs in
accordance with the Department’s WebTAG guidance.
4.
The scheme should aim to improve on Appraisal Summary Table assessment results
produced during the Options Phase where possible within the constraints of affordability.
5.
To deliver the scheme in a way which supports the delivery of the Government's transport
policy objectives.
6.
The scheme does not contain instructions to upgrade any current non-standard features that
are not associated with the planned works.
Transport and Safety
7.
The scheme should improve journey time reliability, by improving and better managing traffic
flow conditions.
8.
The scheme should aim to improve the currency and quality of information provided to
drivers about the state of traffic flow on the motorway.
9.
Improve driver information by installing VMS which will help protect the back of slow moving
traffic from rear-end collisions/secondary accidents.
10.
The scheme should provide improved network monitoring by installing CCTV to allow faster
response times to incidents.
Environment
13.
To minimise the detrimental environmental effects of the scheme and offset by mitigation
measures where technically feasible and economic to do so, taking account of costs,
availability of funding and statutory obligations.
Economy
14.
The scheme should maximise the return on public investment.
Social and Distributional Impacts
Volume 2 – Works Information 28 10 13
Page 197 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Annex A
15.
The scheme shall minimise detrimental impacts on vulnerable people groups and provide
appropriate mitigation where technically feasible and economic to do so, taking account of
costs, availability of funds and statutory obligations.
Interfaces
16.
Ensure HA NDD and TMD are consulted and agree with the scheme design and operation.
17.
Ensure that the scheme takes into account the Managed Motorways on the M1 J39 to J42,
and the M62 J25 to J30.
Volume 2 – Works Information 28 10 13
Page 198 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Annex B
Annex B – Principal Quantities.
The principle infrastructure and technology quantities for the M62 J30 to J32 MIDAS & CCTV
Scheme includes:-
Item Principle Item
Unit
Total
Quantity
1
Full hardshoulder reconstruction at 10 mainline CCD
locations
m2
0
2
Post Mounted MS1s
No.
6
3
Gantry Mounted MS4s on FLI platform
No.
9
4
Gantry Mounted MS4s -
No.
4
5
New PTZ cameras mounted on MS4
No.
7
6
New PTZ cameras mounted on pole
No.
1
7
ERTs
No.
2
8
MS3 refurbished
No.
3
Volume 2 – Works Information 28 10 13
Page 199 of 207
M62 Junctions 30 – 32 CCTV & MIDAS Scheme
Annex C
Annex C
Scope of Works
Series
100
Work Stage
Preliminaries
200
Site Clearance
400
Road Restraint Systems
500
Drainage
600
Earthworks
700
Road Pavements
1000
1200
1300
Kerbs, paved areas and
steps
Signs and Road Markings
Lighting
1500
Technology
1700
Structures
3000
Landscaping and
ecology
Trenchless Techniques
8000
Volume 2 – Works Information 28 10 13
Description
Site establishment of satellite offices. Scheme to utilise existing
facilities for the M62 J25 to J30 Managed
Motorway Scheme in Morley. Allocation of desk space, PPE,
vehicles and mobile phones required.
Satellite office to be provided for the works location.
In verges approx 5m width and around new structure locations.
Redundant infrastructure sites to be removed.
Removal of replaced safety barrier systems.
Removal of redundant signs.
Temporary removal of an environmental barrier at MS4_12.
New RRS in the verge to protect new infrastructure. Handrail to
protect comms equipment and timber post and rail at retaining
structures.
Local diversions to existing filter and carrier drains affected by new
infrastructure.
Earth retaining solutions to include sheet pile king post walls,
gabion walls, RC walls, slope regrades and flag on edge retaining
detail. Temporary earthworks are required for 13no. mainline
CCDs.
Temporary works to install mainline CCDs may require hard
shoulder pavement reinstatement.
Paved areas around comms locations, and paths and steps behind
high containments restraint systems to MS4 sites.
Takedown and reinstatement of 2no. existing signs.
Takedown and reinstatement of 4no. street lights behind new RRS
at J31 slips.
13 MS4 signals on gantries, 8 to include CCTV.
20 MIDAS sites (power cabinet and 600 cabinet).
6km ducted network.
1no. new 15m CCTV mast and equipment.
6 MS1 at onslip sites.
3no. new EI supplies.
13 new hockey-stick style (MS4s) gantries, 9 on steel frame
platforms, 4 pile/pile caps.
Topsoiling and grass seeding of all disturbed verges and works
areas, and limited planting of saplings for screening.
13no. mainline CCDs.
4no. open cut slip road CCDs.
Page 200 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex D
Annex D
Scheme Strategic Risk Events Register
As per clause 11.2(16a) of the contract the following listed events are agreed as additional
Scheme Strategic Risk Events related to the M62 J30 to 32 MIDAS & CCTV Scheme.
Item
1
Area
Framework
Agreement
Risk Source
/Reference
Option X2
Delivery Office Costs.
Changes in the Auxiliary Price estimate for
Delivery Offices costs included within the
Scheme Target Price.
Land Costs.
Changes in the Auxiliary Price estimate for
Lands Costs included within the Scheme
Target Price.
Part 1 Claims.
Changes in the Auxiliary Price estimate for
Part 1 Claims works included within the
Scheme Target Price.
Options – Historic Costs.
Changes in the Auxiliary Price estimate for
Options Stage historic costs included within
the Scheme Target Price.
MMDO
Development – Historic
Costs.
Changes in the Auxiliary Price estimate for
Development Stage historic costs included
within the Scheme Target Price.
MMDO
Safety Camera
Partnership Costs.
Changes in the Auxiliary Price estimate for
Safety Camera Partnership costs included
within the Scheme Target Price.
MMDO
3
Auxiliary Prices
MMDO
5
6
7
9
10
11
Auxiliary Prices
Auxiliary Prices
Auxiliary Prices
Auxiliary Prices
Auxiliary Prices
Auxiliary Prices
A change in the law which as defined by
Contract Option X2 is a Strategic Risk Event
if it occurs after the date of agreement of the
Scheme Target Price.
Bulk Purchase items.
Auxiliary Prices
Auxiliary Prices
Changes in the Law.
Description
Changes to the published 'Average Cost
List' for HA supplied bulk purchase
technology equipment or HA technology
framework contract unit prices related to the
installation of HA supplied technology
equipment, which have been used as the
basis to estimate the Auxiliary Prices for the
Scheme Target Price.
2
4
Title
MMDO
MMDO
MMDO
MMDO
MMDO
Volume 2 – Works Information 28 10 13
HA Technology Task
Force
(Midas, Ramp
Metering, CCTV, MM).
HADECS 3 Digital
Enforcement Cameras.
Changes in the Auxiliary Price estimate for
HA Technology Task Force costs included
within the Scheme Target Price.
Change in the actual date of availability of
HADEC 3 equipment from HA Bulk
Purchase compared to the date for the
supply of the equipment assumed within the
Accepted Programme on which the Scheme
Target Price is based.
Page 201 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex D
Item
Area
12
Compensation
Event
13
Compensation
Event
Risk Source
/Reference
Title
Description
The Project Manager gives an instruction
changing the quantity of any of the Works
detailed in the Scheme principal quantities
stated in the Annex B to the Works
Information
All other changes in the works information,
including change to the location and
specification of the principal quantities
items, will remain the responsibility of the
Delivery Partner. The principal quantities
should be consistent with those included
within the scheme Target Price.
60.1 (1)
Principal Quantities.
60.1 (2)
Employer fails to Grant
access to the site.
The Employer does not allow access to or
use of part of the Site by the later of its
access date and the date shown on the
Accepted Programme.
14
Compensation
Event
60.1 (3)
Employer does not
provide something.
The Employer does not provide something
which he is to provide by the date for
providing it shown on the Accepted
Programme.
15
Compensation
Event
60.1 (8)
The Project Manager
changes a decision.
The Project Manager or the Supervisor
changes a decision which he has previously
communicated to the Contractor.
16
Compensation
Event
60.1 (14)
Employer’s Risk stated in
the contract.
17
Compensation
Event
60.1 (17)
Correction of an
assumption related to a
Strategic Risk event.
18
Compensation
Event
60.1 (18)
Breach of contract by the
Employer.
19
20
Compensation
Event
Position Statements
60.1 (19)
P1
Volume 2 – Works Information 28 10 13
An unanticipated event.
Changes to agreed
position statements
included in the Works
Information – excluding
the Position Statement on
Site Data Loads (ref to
inclusion of consequential
costs).
An event which is an Employer’s risk stated
in this contract.
The Project Manager notifies a correction to
an assumption which he has stated about a
Strategic Risk Event.
A breach of contract by the Employer which
is not one of the other compensation events
in this contract.
An event which
• stops the Contractor completing the works
or
• stops the Contractor completing the works
by the date shown on the Accepted
Programme,
and which
• neither Party could prevent,
• an experienced contractor would have
judged at the Contract Date to have such a
small chance of occurring that it would have
been unreasonable for him to have allowed
for it and
• is not one of the other compensation
events or Strategic Risk Events stated in
this contract.
Any change to the requirements and
assumptions stated in the Managed
Motorways Position Statements included in
Annex E to the scheme Works Information
and used as the basis for developing the
Scheme Target Prices.
Page 202 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex D
Item
Area
Risk Source
/Reference
Title
21
PSSSR Ref: P1
STP
Agreement
Variation to PSF
consultants costs
22
23
24
Gritting of Alternative
Routes
Description
Changes in the Auxiliary Price estimate for
the PSF consultants included within the
Scheme Target Price.
Payment to local highway authorities for salt
spreading of Alternative Routes for
Diversion of M1 Traffic. (Price to be agreed
by the Head of Cost Planning).
PSSSR Ref: P2
STP
Agreement
PSSSR Ref: P3
STP
Agreement
Traffic Management
STP
Agreement
Tour de France July 2014
Project Manager instructs mitigation /
remediation associated with slope Instability
over and above the localities detailed in the
Works Information.
PSSSR Ref: P4
Project Manager instruction to carry out
additional Traffic Management in support of
NDD intervention. (Price to be agreed by the
Head of Cost Planning).
Variation to embargos, detailed within the
Works Information due to Tour de France
July 2014
25
PSSSR Ref: P5
STP
Agreement
Instability of existing
earthwork slopes out with
defined scope of works.
26
PSSSR Ref: P6
STP
Agreement
Additional Screening
Mitigation
The Project Manager instructs screening to
mitigate Part 1 Claims
27
PSSSR Ref: P7
STP
Agreement
Bulk Purchase Capacity
HA Bulk purchase arrangements are
unavailable leading to equipment purchase
directly by the Delivery Partner.
28
PSSSR Ref: P8
STP
Agreement
HA Pinch Point Schemes
The PM instructs the delivery of a NDD
improvement / pinch point schemes
29
PSSSR Ref: P9
STP
Agreement
Ducting Opportunity
Inclusion of Narrow Trenches in place of
bored cross carriageway ducts.
30
PSSSR Ref: P10
STP
Agreement
Surfacing
The Project Manager instructs surfacing to
Lanes 1, 2 or 3
31
PSSSR Ref: P11
STP
Agreement
Asbestos Treatment
The Project Manager instructs the removal
of Asbestos as identified through surveys
Volume 2 – Works Information 28 10 13
Page 203 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex E
Annex E
Position Statements
HA - TTD Position Statement Register
Managed Motorways
Position
Statement
Reference
TTD PS
101
TTD PS
102
TTD PS
103
TTD PS
104
TTD PS
105
TTD PS
105
Suppleme
ntal
TTD PS
106
TTD PS
106Suppleme
ntal
TTD PS
107
TTD PS
108
TTD PS
109
TTD PS
110
TTD PS
111
TTD PS
112
TTD PS
113
TTD PS
113Suppleme
ntal
TTD PS
114
TTD PS
115
Document Owner
Version
David Bradbrook
3
Issue/
Revision/
Creation
Date
05/03/2012
Robert Stewart
2
17/01/2012
PR 03 05 021
Robert
Stewart/Janey
Love (TDM)/ Pete
Morris
Stewart Young
5
15/04/2011
PR 03 05 022
4
24/09/2010
PR 03 05 004
Peter Morris
9
12/07/2011
PR 03 05 005
Site Data Additional and
Consequential Costs
Russell Mead
1
27/06/2011
PR 03 05 005
Supplemental
Availability of Bulk
Purchase Equipment
Stock Management
System
Stewart Young
9
13/02/2013
PR 03 05 006
Nigel Dovell
3
Equipment Support
Robert Stewart
8
20/07/2012
PR 03 05 007
Installation and
Commissioning of BP
Equipment
Reliability of Equipment
Andy Wilkins
10
03/05/2011
PR 03 05 008
Andy Wilkins
2
24/09/2010
PR 03 05 009
Allocation of Suppliers to
Scheme
Implementation of IP
Phil Graham/
Peter Morris
David Bradbrook
4
20/07/2012
PR 03 05 010
8
19/04/2011
PR 03 05 011
Support for Equipment
Procured by DP
Summary Position on
RCC Costs
MMRCC Technology
Cost Estimates
Andy Wilkins
2
15/10/2010
PR 03 05 012
Robert Stewart/
Sarah Garland
Robert Stewart
5
20/07/2011
PR 03 05 013
15
30/06/2011
PR 03 02 101
Who Buys What (Traffic
Technology)
MM Traffic Operator
Service Training
Robert Stewart
9
23/06/2011
PR 03 05 014
Janey Love
(TDM)
1
23/11/2010
PR 03 05 015
Position Statement Title
NRTS Managed
Motorways LITE
Transition to In-House
Support for Managed
Motorways
ERA/HSM Images in
RCC
Delivery of BP Equipment
to Site
Site Data Loads
Volume 2 – Works Information 28 10 13
Legacy
Position
Statement
Reference
PR 03 0 101
PR 03 05 001
Page 204 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex E
TTD PS
116
TTD PS
117
TTD PS
117Suppleme
ntal
TTD PS
118
TTD PS
119
TTD PS
119Suppleme
ntal 1 and
2
TTD PS
120
WITHDRAWN
Development of
Calibration and
Optimisation Guidance
MM Project Sponsor
Advice note on Pre-Data
Collection
Kevin James
1
30/09/2011
PR 03 05 017
Kevin James
1
31/01/2012
NONE
HADECS Camera
Allocations
MM HSM CCTV Solution
Richard Metcalfe/
Andy Wilkins
Mike Trembeth
3
12/01/2012
NONE
1
17/01/2012
NONE
MM HSM CCTV
Arrangement Type 1 and
2 Drawings
Mike Trembeth
3
23/07/2013
NONE
Power and Equipment
Cabinets
Jenny White
2
04/02/2013
NONE
Volume 2 – Works Information 28 10 13
Page 205 of 207
M62 J30 to 32 MIDAS & CCTV Scheme
Annex F
Annex F - Scheme Technology Suppliers
The Employer has a series of direct contracts with Technology Suppliers for both
components and systems as follows:
Component
Scope
Technology Suppliers
Advanced Matrix
Indicators
(AMI) - Enforcement
Advanced
Matrix
Indicators
(AMI) – Non
Enforcement
Message
Signs
Mk4 (MS4)
Supply, install and commission
VMS
Supply, install and commission
VMS
Supply, install and commission
VMS
Emergency Roadside
Telephones
Telephone Responders
Supply
Gaitronics
Supply
Seimens
MIDAS Equipment
Supply
Peek
Power & communication
Cables
Supply
Electrical cabinets type 600
&
609
National
Roadside
Transmission
Services
CCTV (PTZ) for
general
surveillance &
Live Highways Junction
Agency
monitoring
Digital
Enforcement Camera
Systems
Mock
Highways Agency
Digital
(HADECS)
Enforcement Camera
Systems
Power
Supplies
(HADECS)
Hardshoulder Monitoring
Sub
System Office
(HSM-SS)
Control
Base System
(HATMS)
MS3
Supply
Tratos Ltd
Bayersiche
Kabelwerke
Premier Cable Ltd
Colston Manufacturing
Henry Williams
Genesys
Site Data
Enabling works and
maintenance
works
Enabling works and
maintenance
Software
Works upgrades and
maintenance
Design, supply, install and
commission
Supply
Chubb
Design, supply and install
Peek (HADECS 2.5)
(Note HADECS 3 not procured)
Supply
Peek
Design, supply, install and
commission
Supply and install
YEDL
System upgrades and new sub
systems
Design, supply or refurbish, install
and
commission
Design
Site data loading, configuration &
testing
Supply and install
Serco/Peek
Supply and install
Supply and install
Peek
VMS
Atkins
Capita//Quinetiq
Technology Maintenance
Contractor (TechMAC) +
DBFO - Amey
Term Maintenance Contractor
(TMC) – Aone+ & Connect Roads
Software Maintenance
Contractor
(SMC) -Serco
DBFO - Connect
The Supplier shall work with Employer and other suppliers on Technology Supplier’s
performance issues.
Volume 2 – Works Information 28 10 13
Page 206 of 207