TII requires a service provider to revise a standard for road pavement skid resistance. The service will include: - Carry out a comprehensive overview of literature available; - Carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps; - Carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions; - Collect, analyse and collate samples from existing quarries and sites over 3 years; - Assess correlation and relationships with current assessment techniques; - Develop databases using samples from existing quarries and sites; - Develop tool/framework to be incorporated into the assessment and approval of aggregates for use in surface courses; - Develop proof of concept and test for network-wide application including blind test matching; - Develop validation and approval techniques to be incorporated in a future standard; - Revise the standard.
Deadline
The time limit for receipt of tenders was 2018-02-01.
The procurement was published on 2017-12-21.
Suppliers
The following suppliers are mentioned in award decisions or other procurement documents:
Contract notice (2017-12-21) Object Scope of the procurement
Title: Road-inspection services
Reference number: TII126
Short description:
TII requires a service provider to revise a standard for road pavement skid resistance. The service will include:
- Carry out a comprehensive overview of literature available;
- Carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps;
- Carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions;
- Collect, analyse and collate samples from existing quarries and sites over 3 years;
- Assess correlation and relationships with current assessment techniques;
- Develop databases using samples from existing quarries and sites;
- Develop tool/framework to be incorporated into the assessment and approval of aggregates for use in surface courses;
- Develop proof of concept and test for network-wide application including blind test matching;
- Develop validation and approval techniques to be incorporated in a future standard;
- Revise the standard.
TII requires a service provider to revise a standard for road pavement skid resistance. The service will include:
- Carry out a comprehensive overview of literature available;
- Carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps;
- Carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions;
- Collect, analyse and collate samples from existing quarries and sites over 3 years;
- Assess correlation and relationships with current assessment techniques;
- Develop databases using samples from existing quarries and sites;
- Develop tool/framework to be incorporated into the assessment and approval of aggregates for use in surface courses;
- Develop proof of concept and test for network-wide application including blind test matching;
- Develop validation and approval techniques to be incorporated in a future standard;
- Revise the standard.
Notice metadata
Original language: English ๐ฃ๏ธ
Document type: Contract notice
Nature of contract: Services
Regulation: European Union, with participation of GPA countries
Common procurement vocabulary (CPV)
Code: Road-inspection services๐ฆ
Additional CPV: Gravel, sand, crushed stone and aggregates๐ฆ Place of performance
NUTS region: รire/Ireland
๐๏ธ
Procedure
Procedure type: Open procedure
Type of bid: Submission for all lots
Award criteria
The most economic tender
Tenderers are required to register on the eTenders government website to download tender documents.
The estimated contract value of โฌ 210 000 is only an approximate value and the actual amount may be higher or lower.
Object Scope of the procurement
Short description:
TII requires a service provider to revise a standard for road pavement skid resistance. The service will include:
- Carry out a comprehensive overview of literature available;
- Carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps;
- Carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions;
- Collect, analyse and collate samples from existing quarries and sites over 3 years;
- Assess correlation and relationships with current assessment techniques;
- Develop databases using samples from existing quarries and sites;
- Develop tool/framework to be incorporated into the assessment and approval of aggregates for use in surface courses;
- Develop proof of concept and test for network-wide application including blind test matching;
- Develop validation and approval techniques to be incorporated in a future standard;
- Revise the standard.
Estimated total value: 210 000 EUR ๐ฐ
Short description:
TII has, in standard DN-PAV-03023, recognised a need to better understand the in-service performance of aggregates to enable refinements and improvements to its standards and product specifications. The introduction of the Construction Products Regulations supports the demonstrable performance of construction products against standard property tests, aimed at ensuring adherence to the set of fundamental basic requirements. Further section 4.21 of TII DN-PAV-03023 states: โIt is essential that the aggregate supplied to site must be the same in all respects to the sample submitted for acceptanceโ, section 4.18 states: โIt is important to demonstrate consistency of production and robustness of testingโ, and section 4.15 that: โStandards to be adopted in subsequent renewal work may then be determined in the light of the skidding resistance performance set against those initial recorded valuesโ.
TII has, in standard DN-PAV-03023, recognised a need to better understand the in-service performance of aggregates to enable refinements and improvements to its standards and product specifications. The introduction of the Construction Products Regulations supports the demonstrable performance of construction products against standard property tests, aimed at ensuring adherence to the set of fundamental basic requirements. Further section 4.21 of TII DN-PAV-03023 states: โIt is essential that the aggregate supplied to site must be the same in all respects to the sample submitted for acceptanceโ, section 4.18 states: โIt is important to demonstrate consistency of production and robustness of testingโ, and section 4.15 that: โStandards to be adopted in subsequent renewal work may then be determined in the light of the skidding resistance performance set against those initial recorded valuesโ.
The principal objectives of the standard are therefore to:
- have an effective traceability of the materials used from a quarry to a site,
- have the ability to make future changes based on reliable data of past performance, and
- ensure testing methodologies are sufficiently robust.
To ensure that aggregates in surface course mixtures have adequate frictional and durability properties that are utilised in the pavement, it is important to be able to verify that the original source (quarry) of the aggregate has rock as required and resilient mineralogy. This project is aimed at supporting this principle and providing producers and specifiers with additional tools to predict the in-service performance of these aggregates. It is envisaged that an outcome would include a tool/framework that utilises spectra identification and pattern analysis for assistance in detecting and explaining variability in the frictional and physical properties of aggregates within a quarry over a period of time. The spectra framework for various aggregates could also be used as diagnostic tools to validate an aggregate source and to enable specifiers to consider, with confidence a wider range of aggregate sources tailored to meet a more extensive list of site categories.
To ensure that aggregates in surface course mixtures have adequate frictional and durability properties that are utilised in the pavement, it is important to be able to verify that the original source (quarry) of the aggregate has rock as required and resilient mineralogy. This project is aimed at supporting this principle and providing producers and specifiers with additional tools to predict the in-service performance of these aggregates. It is envisaged that an outcome would include a tool/framework that utilises spectra identification and pattern analysis for assistance in detecting and explaining variability in the frictional and physical properties of aggregates within a quarry over a period of time. The spectra framework for various aggregates could also be used as diagnostic tools to validate an aggregate source and to enable specifiers to consider, with confidence a wider range of aggregate sources tailored to meet a more extensive list of site categories.
The project also needs to establish the robustness of surface roughness (microtexture) measurement data and minerology to compliment or enhance the existing PSV test procedure (IS EN 1097-8) and friction after polishing test (IS EN 12697-49). The relationship between virgin aggregate and in situ trafficked aggregates is also an important requirement that needs to be determined. A high medium and low volume site will be identified for each source during the project. Each will be within 50 km of a source quarry.
The project also needs to establish the robustness of surface roughness (microtexture) measurement data and minerology to compliment or enhance the existing PSV test procedure (IS EN 1097-8) and friction after polishing test (IS EN 12697-49). The relationship between virgin aggregate and in situ trafficked aggregates is also an important requirement that needs to be determined. A high medium and low volume site will be identified for each source during the project. Each will be within 50 km of a source quarry.
Tenderers are required to register on the eTenders government website to download tender documents.
The estimated contract value of โฌ 210 000 is only an approximate value and the actual amount may be higher or lower.
Place of performance
Main site or place of performance: Dublin 8.
Legal, economic, financial and technical information Conditions for participation
Suitability to pursue the professional activity: As stated in the procurement documents.
Procedure
Time of receipt of tenders: 12:00
Languages in which tenders or requests to participate may be submitted: English ๐ฃ๏ธ
Tender validity period: 2018-06-07 ๐
Tender opening date: 2018-02-01 ๐
Tender opening time: 12:00
Complementary information Review body
Name: High Court
Postal address: Four Courts
Postal town: Dublin
Postal code: 7
Country: Ireland ๐ฎ๐ช
E-mail: highcourtcentraloffice@courts.ie๐ง
Internet address: www.courts.ie๐
Source: OJS 2017/S 247-519294 (2017-12-21)
Contract award notice (2018-09-26) Object Scope of the procurement
Short description:
TII requires a service provider to revise a standard for road pavement skid resistance. The service will include:
โ carry out a comprehensive overview of literature available,
โ carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps,
โ carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions,
โ collect, analyse and collate samples from existing quarries and sites over 3 years,
โ assess correlation and relationships with current assessment techniques,
โ develop databases using samples from existing quarries and sites,
โ develop tool/framework to be incorporated in the assessment and approval of aggregates for use in surface courses,
โ develop proof of concept and test for network wide application including blind test matching,
โ develop validation and approval techniques to be incorporated in a future standard,
โ revise the standard.
TII requires a service provider to revise a standard for road pavement skid resistance. The service will include:
โ carry out a comprehensive overview of literature available,
โ carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps,
โ carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions,
โ collect, analyse and collate samples from existing quarries and sites over 3 years,
โ assess correlation and relationships with current assessment techniques,
โ develop databases using samples from existing quarries and sites,
โ develop tool/framework to be incorporated in the assessment and approval of aggregates for use in surface courses,
โ develop proof of concept and test for network wide application including blind test matching,
โ develop validation and approval techniques to be incorporated in a future standard,
โ revise the standard.
Total value of the procurement: 383623.36 EUR ๐ฐ
Notice metadata
Document type: Contract award notice
Procedure
Type of bid: Not applicable
Contracting authority Identity
Postal code: D08 DK10
Postal town: Dublin
Reference Dates
Date dispatched: 2018-09-26 ๐
Publication date: 2018-09-28 ๐
Identifiers
Notice number: 2018/S 187-423106
Refers to notice: 2017/S 247-519294
OJ-S issue: 187
Additional information
Tenderers are required to register on the etenders government website to download tender documents.
Object Scope of the procurement
Short description:
โ carry out a comprehensive overview of literature available,
โ carry out overview of conventional methods of aggregate friction assessment and identify and propose systems to address gaps,
โ carry out comparison of current and proposed methodologies and applicable standards in other jurisdictions,
โ collect, analyse and collate samples from existing quarries and sites over 3 years,
โ assess correlation and relationships with current assessment techniques,
โ develop databases using samples from existing quarries and sites,
โ develop tool/framework to be incorporated in the assessment and approval of aggregates for use in surface courses,
โ develop proof of concept and test for network wide application including blind test matching,
โ develop validation and approval techniques to be incorporated in a future standard,
โ revise the standard.
TII has, in standard DN-PAV-03023, recognised a need to better understand the in service performance of aggregates to enable refinements and improvements to its standards and product specifications. The introduction of the construction products regulations supports the demonstrable performance of construction products against standard property tests, aimed at ensuring adherence to the set of fundamental basic requirements. Further section 4.21 of TII DN-PAV-03023 states: โIt is essential that the aggregate supplied to site must be the same in all respects to the sample submitted for acceptanceโ, section 4.18 states: โIt is important to demonstrate consistency of production and robustness of testingโ, and section 4.15 that: โStandards to be adopted in subsequent renewal work may then be determined in the light of the skidding resistance performance set against those initial recorded valuesโ.
TII has, in standard DN-PAV-03023, recognised a need to better understand the in service performance of aggregates to enable refinements and improvements to its standards and product specifications. The introduction of the construction products regulations supports the demonstrable performance of construction products against standard property tests, aimed at ensuring adherence to the set of fundamental basic requirements. Further section 4.21 of TII DN-PAV-03023 states: โIt is essential that the aggregate supplied to site must be the same in all respects to the sample submitted for acceptanceโ, section 4.18 states: โIt is important to demonstrate consistency of production and robustness of testingโ, and section 4.15 that: โStandards to be adopted in subsequent renewal work may then be determined in the light of the skidding resistance performance set against those initial recorded valuesโ.
โ have an effective traceability of the materials used from quarry to site,
โ have the ability to make future changes based on reliable data of past performance,
โ ensure testing methodologies are sufficiently robust.
To ensure that aggregates in surface course mixtures have adequate frictional and durability properties that are utilised in the pavement, it is important to be able to verify that the original source (quarry) of the aggregate has rock of required and resilient mineralogy. This project is aimed at supporting this principle and providing producers and specifiers with additional tools to predict the in-service performance of these aggregates. It is envisaged that an outcome would include a tool/framework that utilises spectra identification and pattern analysis for assistance in detecting and explaining variability in the frictional and physical properties of aggregates within a quarry over a period of time. The spectra framework for various aggregates could also be used as diagnostic tools to validate an aggregate source, and to enable specifiers to consider, with confidence a wider range of aggregate sources tailored to meet a more extensive list of site categories.
To ensure that aggregates in surface course mixtures have adequate frictional and durability properties that are utilised in the pavement, it is important to be able to verify that the original source (quarry) of the aggregate has rock of required and resilient mineralogy. This project is aimed at supporting this principle and providing producers and specifiers with additional tools to predict the in-service performance of these aggregates. It is envisaged that an outcome would include a tool/framework that utilises spectra identification and pattern analysis for assistance in detecting and explaining variability in the frictional and physical properties of aggregates within a quarry over a period of time. The spectra framework for various aggregates could also be used as diagnostic tools to validate an aggregate source, and to enable specifiers to consider, with confidence a wider range of aggregate sources tailored to meet a more extensive list of site categories.
The project also needs to establish the robustness of surface roughness (micro texture) measurement data and minerology to compliment or enhance the existing PSV test procedure (IS EN 1097-8) and friction after polishing test (IS EN 12697-49). The relationship between virgin aggregate and in situ trafficked aggregates is also an important requirement that needs to be determined. A high medium and low volume site will be identified for each source during the project. Each will be within 50 km of a source quarry.
The project also needs to establish the robustness of surface roughness (micro texture) measurement data and minerology to compliment or enhance the existing PSV test procedure (IS EN 1097-8) and friction after polishing test (IS EN 12697-49). The relationship between virgin aggregate and in situ trafficked aggregates is also an important requirement that needs to be determined. A high medium and low volume site will be identified for each source during the project. Each will be within 50 km of a source quarry.
Additional information:
Tenderers are required to register on the etenders government website to download tender documents.
Place of performance
Main site or place of performance: Dublin 8
Award of contract
Date of contract conclusion: 2018-08-21 ๐
Name: University College Cork
National registration number: 0006286E
Postal address: Western Road
Postal town: Cork
Postal code: CHY1691
Country: Ireland ๐ฎ๐ช
Total value of the procurement: 383623.36 EUR ๐ฐ
Information about tenders
Number of tenders received: 1
Source: OJS 2018/S 187-423106 (2018-09-26)