RFQ – ICE RINK ENVELOPE · Point campus. Unless noted otherwise, the university’s indoor ice...

RFQ – ICE RINK ENVELOPE

To: General contractors

Contact: Lorraine Saulnier Director, Purchasing, Université Sainte-Anne [email protected] (902) 769-2114 ext. 7154

cc: Julien Comeau, P.Eng. Director, Facilities Management

Release date: 2019.06.17

Closing date: 2019.07.09, 3:00 pm (AST)

Subject: Indoor Ice Rink Facility Envelope Revision

RFQ number: USA062019

RFQ – USA062019 Revision 1 www.usainteanne.ca ii

Head Office : 1695, Highway 1 Tel. : 902-769-2114 Church Point (N.S.) Fax. : 902-769-3831 B0W 1M0

ABSTRACT Université Sainte-Anne, the only French-language university in Nova Scotia, offers university and college programs as well as French immersion and customized training programs. Recognized for the excellence of its programs and its unique and exceptional living environment, Université Sainte-Anne offers experiential learning opportunities that promote student engagement and success. The student experience is conducive to building a culture of excellence in research and development. The university is well engaged in the surrounding community and aims to increase the vitality of the regions surrounding its campuses.

In addition to professional programs, Université Sainte-Anne offers programs in business administration, education, social science and pure sciences. Its French immersion department is recognized as one of the best in North America. The student/faculty ratio fosters a climate of learning and academic spirit.

The administration and management of Université Sainte-Anne are grouped together at Church Point. Students are supervised and supported by attentive staff from their application for admission all the way through to graduation.

The University has developed a number of services and resources to enable students to discover and develop their academic, interpersonal, cultural and athletic skills. Students can occupy one of the 300 available places in residence. "Figure 1: Université Sainte-Anne ", below, illustrates the sites and buildings of the Church Point campus.

Figure 1: Université Sainte-Anne Church Point Campus

RFQ – USA062019 Revision 1 www.usainteanne.ca iii


SUMMARY

2.1 TABLE OF CONTENTS

ABSTRACT ....................................................................................................................................... ii

SUMMARY ....................................................................................................................................... iii

2.1 TABLE OF CONTENTS .................................................................................................................... iii 2.2 LIST OF FIGURES ........................................................................................................................... iv 2.3 LIST OF TABLES ............................................................................................................................ iv

DOCUMENT DETAILS ........................................................................................................................ 5

3.1 PROPRIETOR .................................................................................................................................. 5 3.2 DISTRIBUTION ................................................................................................................................ 5 3.3 REVISION HISTORY ......................................................................................................................... 6 3.4 OBJECTIVE .................................................................................................................................... 6 3.5 AUTHORITY .................................................................................................................................... 6 3.6 SCOPE ........................................................................................................................................... 6 3.7 RESPONSIBLE PARTY ..................................................................................................................... 6

BIDDING REQUIREMENTS .................................................................................................................. 7

4.1 QUOTE SUBMISSIONS ..................................................................................................................... 7 4.2 SITE VISIT AND CONTRACT EXAMINATION ..................................................................................... 7 4.3 SUBMISSION FORMAT .................................................................................................................... 7 4.4 SUBSTITUTIONS ............................................................................................................................. 7 4.5 SCHEDULE ..................................................................................................................................... 7 4.6 EVALUATION .................................................................................................................................. 8 4.7 TERMS AND CONDITIONS ............................................................................................................... 8 4.8 CONTRACT RESCISSION ................................................................................................................. 8 4.9 CONTRACT AWARD ........................................................................................................................ 8 4.10 PAYMENT TERMS ........................................................................................................................... 8 4.11 SUBCONTRACTS ............................................................................................................................ 8 4.12 ERRORS AND DISCREPANCIES ........................................................................................................ 8 4.13 QUOTE AMENDMENTS.................................................................................................................... 8 4.14 ADDENDUMS .................................................................................................................................. 8

SCOPE OF WORK .............................................................................................................................. 9

5.1 CONTRACTOR COMPLIANCE .......................................................................................................... 9 5.2 WORK SCHEDULE ........................................................................................................................... 9 5.3 NOISE RESTRICTIONS AND HOURS OF CONSTRUCTION ................................................................... 9 5.4 PROTECTION OF BURIED UTILITIES ................................................................................................. 9 5.5 PRE-CONSTRUCTION ...................................................................................................................... 9

5.5.1 PROTECTION OF EXISTING FLOORS, WINDOWS, ETC. ............................................................ 9 5.5.2 PROTECTIVE BARRIERS & SECURITY ..................................................................................... 9

5.6 PRODUCT DATA SHEETS .............................................................................................................. 10

RFQ – USA062019 Revision 1 www.usainteanne.ca iv


5.7 INSPECTIONS AND PERMITS ........................................................................................................ 10 5.8 INDOOR ICE RINK FACILITY ENVELOPE RENOVATION .................................................................... 10

5.8.1 Z CHANNEL PURLINS.......................................................................................................... 11 5.8.2 SPRAY FOAM INSULATION.................................................................................................. 11 5.8.3 METAL PANELS AND TRIM ................................................................................................. 12 5.8.4 EMERGENCY EXIT DOORS ................................................................................................... 12

5.9 EXTRAS........................................................................................................................................ 13 5.10 PERFORMANCE REQUIREMENTS ................................................................................................... 13

5.10.1 CONSTRUCTION PERFORMANCE GUIDELINES ..................................................................... 13 5.10.2 FASTENERS ........................................................................................................................ 13 5.10.3 PAINT APPLICATION STANDARDS ...................................................................................... 13 5.10.1 METAL PANELS AND TRIM ................................................................................................. 13

5.11 REFUSE AND POST-CONSTRUCTION CLEANUP .............................................................................. 14 5.11.1 REMOVAL OF CONSTRUCTION DEBRIS ................................................................................ 14 5.11.2 CLEANING .......................................................................................................................... 14 5.11.3 TOUCH-UPS ........................................................................................................................ 14

5.12 WARRANTY PERIOD ...................................................................................................................... 14 5.13 WORKSITE ACCESS ...................................................................................................................... 14

ARCHITECTURAL DRAWINGS .......................................................................................................... 15

TECHNICAL INQUIRIES.................................................................................................................... 16

APPENDIX 1 ........................................................................................................................................... 17

APPENDIX 2 ........................................................................................................................................... 18

(THIS PAGE CONCLUDES THE DOCUMENT) ............................................................................................. 19

2.2 LIST OF FIGURES Figure 1: Université Sainte-Anne Church Point Campus .............................................................................. ii Figure 2: Indoor Ice Rink Facility................................................................................................................ 5 Figure 3: Masonry Veneer Failure ............................................................................................................ 10 Figure 4: Exit Device ............................................................................................................................... 12

2.3 LIST OF TABLES Table 1: Distribution List ........................................................................................................................... 5 Table 2: Revision History .......................................................................................................................... 6

RFQ – USA062019 Revision 1 www.usainteanne.ca 5


DOCUMENT DETAILS References to Université Sainte-Anne (hereinafter "the university") includes only the university’s Church Point campus. Unless noted otherwise, the university’s indoor ice rink facility shall hereinafter be referenced “the building”. Unless noted otherwise, the individual or entity awarded the work described in this document shall hereinafter be referenced “the contractor”. See “Figure 2: Indoor Ice Rink Facility”, below, for a photo of the building subject to the details in this document. The building is located at 45, Lighthouse Road, Church Point, Nova Scotia, B0W 1M0. Unless noted otherwise, this document utilises the international date format of year-month-date (YYYY.MM.DD).

Figure 2: Indoor Ice Rink Facility

3.1 PROPRIETOR The university is the owner of this document. The university reserves the right to otherwise alter, add or subtract any detail, content or requirement described in this document at any time without prior notice. Once officially released, any changes will be made in the form of official addendums.

3.2 DISTRIBUTION The official distribution of this document was made to the people noted in "Table 1: Distribution List", below:

Table 1: Distribution List

NAME DEPARTMENT ISSUE DATE REVISION

Lorraine Saulnier Purchasing 2019.06.17 1.0



3.3 REVISION HISTORY The history of the revisions is recorded in "Table 2: Revision History:", below:

Table 2: Revision History

DATE REVISION AUTHOR MODIFICATION

SUMMARY

2019.06.17 1.0 Julien Comeau First draft

3.4 OBJECTIVE This document is intended to describe in detail the scope of work required to accomplish the renovation of the building envelope and insulation arrangement at our indoor ice rink facility.

3.5 AUTHORITY The university’s vice president of administration has authority over final approval of the details contained in this document.

3.6 SCOPE See section 5: SCOPE OF WORK for details on the project requirements.

3.7 RESPONSIBLE PARTY The Facilities Management department is responsible for establishing the criteria, specifications and performance of the materials and services to be provided by the contractor. The Purchasing department is responsible for establishing the quote process, documentation, evaluation, selection and final approval of the applicant(s).



BIDDING REQUIREMENTS The contractor must complete the requirements described in this section in order to successfully submit their proposal and be considered for the work described in this document.

4.1 QUOTE SUBMISSIONS Quote submissions are to be contained inside a sealed envelope or package and clearly labeled with the respective request for quote number and closing date as noted on the title page of this document.

Quote submissions must be delivered to the university prior to the closing date and be directed to the attention of the university’s designated contact person. The closing date and contact person are noted on the title page of this document. Unless noted otherwise, the mailing and courier address is as noted in the document header.

The procurement office hours are as follows :

Open: 8:00 am to 4:00 pm, Monday to Friday Closed: Statutory holidays and weekends

Office hours can be confirmed upon request. Submissions received after the closing date and time will be disqualified from selection and award.

4.2 SITE VISIT AND CONTRACT EXAMINATION Contractors will be held to have examined the contract documents. Contractors must also visit the site and inform themselves as to existing conditions and limitations. Quotations shall cover the execution of the whole of the work described in this document. Only those quotations submitted by contractors who have made a site visit prior to submitting their offer will be considered for award. To arrange a site visit please contact a university Facilities Management representative (see section 7: TECHNICAL INQUIRIES for contact information).

4.3 SUBMISSION FORMAT The RFQ Response form found in APPENDIX 1 on page 17 must be filled in and attached to quote submissions in order to be considered for award selection. The Contractor Compliance Agreement form found in APPENDIX 2 on page 18 must also be filled in and attached to quote submissions in order to be considered for award selection.

4.4 SUBSTITUTIONS All quotes submitted must identify (the respective request for quote number) and comply with the scope of work defined and product(s) requested. The university can consider substitutions to the listed products if they are of equal or greater performance to those requested. Product substitutions must meet the minimum standards as outlined in the scope of work.

4.5 SCHEDULE Proposed delivery date(s) or schedule(s) must be included in all quotes submitted and should reflect delivery/completion following receipt of a university purchase order.



4.6 EVALUATION All submissions are subject to evaluation after opening and before contract award. Quotes will be evaluated not only on the submitted price but also on quality of goods, delivery, availability, parts, warranty and capacity of the supplier to meet the requirements of the procurement in accordance with the criteria stated in the scope of work. The university is not bound to accept the lowest cost quote but rather reserves the right to accept the response which, in the opinion of the university, best meets the established criteria providing the best overall value to the university.

4.7 TERMS AND CONDITIONS For any difference in the terms and conditions in this document from the “Université Sainte Anne PO Terms and Conditions”, the terms and conditions of this document will take precedence.

4.8 CONTRACT RESCISSION The university reserves the right at any time, with 30 days advance written notice, to cancel the contract with the successful proponent without giving specific reason.

4.9 CONTRACT AWARD Notice in writing through reception of an official university purchase order shall constitute award.

4.10 PAYMENT TERMS Payment terms are net 30 days.

4.11 SUBCONTRACTS All contracts resulting from this process are governed under the laws of Nova Scotia.

4.12 ERRORS AND DISCREPANCIES The contractor must ensure that all calculations and totals are correct in their submissions. If any discrepancies/errors are noted in the evaluation process, the unit price quoted will prevail.

4.13 QUOTE AMENDMENTS Amendments to quotes will be accepted by fax provided they are properly identified by company name, control number and due date. Faxes must be to the attention of the contact person as noted on the title page and received before the closing date and time. The university fax machine activity record will govern the receiving date and time. Amendments are to identify changes in price only and must not reveal the amount of the original quote submitted.

4.14 ADDENDUMS The contractor shall ensure that they have in their possession at the time of submission, all addenda that may have been issued by the university respective of this document. Confirmation can be obtained by checking the RFQ document as posted on the Public Tenders website at the following website:

http://www.gov.ns.ca/tenders/tenders/ns-tenders.aspx. The respective request for quote number is to be used for identification of the document on the Public Tenders website.

http://www.gov.ns.ca/tenders/tenders/ns-tenders.aspx



SCOPE OF WORK In this section, we will describe in detail the work and best practices to be followed by the contractor for the various tasks to be completed in this document. We will also discuss any extra work to be undertaken in order to fully complete the various needs of the project.

5.1 CONTRACTOR COMPLIANCE All work performed on the university’s premises is to comply with applicable workplace safety laws and regulations. The contractor (and sub-contractors, if applicable) must also abide by all applicable laws, codes, regulations, rules and respective university policies.

5.2 WORK SCHEDULE The work described in this document is to be completed by November 30th, 2019 (2019.11.30). The contractor is required to include a tentative work schedule describing the work commencement and termination dates with their proposal. The final work schedule is to be confirmed with the Facilities Management department prior to work commencement.

5.3 NOISE RESTRICTIONS AND HOURS OF CONSTRUCTION The hours of construction are to remain between 7:00am and 9:00pm to limit the exposure of construction noise to the occupants of the campus buildings and adjacent housing units. Noise levels are to comply with municipal noise by-laws if applicable. Any alterations to the aforementioned schedule is to be approved by the university.

5.4 PROTECTION OF BURIED UTILITIES The contractor is responsible to inquire to the university as to the existence and location of any buried utilities in proximity of the work area. Measures are to be taken by the contractor to protect these utilities from damage resulting from the work described in this document.

5.5 PRE-CONSTRUCTION

5.5.1 PROTECTION OF EXISTING FLOORS, WINDOWS, ETC. The contractor is responsible for protecting existing structures (ex. wall systems) from damage resulting from their activities. Structures are to be covered with protective materials suitable to protect them from being damaged, stained, scratched, deformed or otherwise altered from their original state. Any adhesives used to secure the protective material must be easily removed without otherwise damaging the substrate.

5.5.2 PROTECTIVE BARRIERS & SECURITY The contractor is responsible for the installation of protective barriers in accordance with governmental regulations concerning occupational health and safety. The university has a limited supply of A-frame wood barricades than can be borrowed, at no extra cost, to help comply with regulations. The contractor must maintain installed barriers for the full duration of the work. The contractor must restrict access to the work area to prevent injury to the public, students, members of the faculty and staff.



The contractor must remove harmful debris and waste material from the work site at the end of each workday and at the end of the project. Waste is to be discarded in accordance with local and/or governmental regulations at the expense of the contractor.

Materials stored on site must be adequately protected against damage, theft and/or vandalism.

5.6 PRODUCT DATA SHEETS All datasheets, specifications sheets and/or documents summarizing performance and other technical characteristics of products, machines, components and materials sold by the contractor to the university to accomplish the work described in this document must be recorded by the contractor and submitted to the university under digital PDF format for archiving and future reference.

The contractor is required to comply (within two weeks of the reception of an official request) with requests from the university for copies of purchase orders and/or invoices to confirm compliance with official requests for specific products and/or materials. The documents must be official and show quantities, supplier information, and product information. Note that pricing is not required to be shown and can be omitted from the documents at the contractor’s discretion.

5.7 INSPECTIONS AND PERMITS Unless noted otherwise, the contractor is required to comply with any and all systems of approval, permits and inspections applicable to the scope of work described in this document. These approvals include but are not limited to plumbing permits, electrical permits, service inspections, occupancy inspections, etc. Copies or original documents relating to the aforementioned are to be given to the university for archiving within two weeks of their official reception by the contractor.

The acquiring of a municipal building permit is the responsibility of the university.

5.8 INDOOR ICE RINK FACILITY ENVELOPE RENOVATION On 2019.01.25, a section of masonry veneer collapsed on the north-facing wall of the Université Sainte-Anne ice rink facility exterior envelope. See image below.

Figure 3: Masonry Veneer Failure



The masonry veneer and the insulation past the veneer has been removed on the north-facing wall and a new envelope is to be installed. The exposed wall arrangement is steel galvanized sheets, 26 gauge, with a 1.375” valley, 9” on center. Our wish is for the supply and installation of a new building envelope system consisting of energy efficient spray foam insulation and galvanized painted steel panels.

Please note that we request pricing for two separate options:

1. Supply and installation of a new building envelope system on the North and East facing exterior walls;

2. Supply and installation of a new building envelope system on all exterior walls.

The two options shown above are to be priced separately for the evaluation of the university. The university can choose to proceed with either option at their discretion. The removal of the masonry veneer from the remainder of the building is the responsibility of others. There may be some metal cladding on the south-facing and west-facing walls that will require removal prior to proceeding with this project and this cost is to be included in option #2. There’s no masonry veneer on these walls.

The following sections of this document will describe the requirements of this project in detail.

5.8.1 Z CHANNEL PURLINS In order to fasten the new building envelope system and provide a suitable standoff depth for insulation application to the existing building structure, galvanised steel Z channel purlins are to be fastened to the exterior envelope. The steel Z channel arrangement including locations, sizes, and spacing is to comply with the fastening requirements of the metal panels described in section 5.8.3 and the depth required for spray foam application described in section 5.8.2.

The purlin arrangement is to comply with all applicable codes and standards. The contractor may suggest a different purlin arrangement from the one noted above given that it’s performance is equal or greater. The purlin fastening arrangement is to comply with all applicable codes and standards and must be approved by the university.

5.8.2 SPRAY FOAM INSULATION Medium-density closed cell spray foam (ccSPF), acting both as a vapour barrier and air barrier, is to be applied to the building envelope to increase the thermal efficiency of the building. The locations and arrangements of the spray foam application is to be confirmed and approved by the university. All arrangements are to comply with applicable codes, standards and municipal requirements. The foam is to be applied after the installation of the purlins described in section 5.8.1. Adequate protection is to be applied to adjacent structures (purlins) to prevent overspray from creating interference with the installation of the metal panels and trim described in section 5.8.3.

As required by the Canadian Building Code, the most relevant version of the CAN/ULC S705 standard must be followed for the application of the spray foam. The resulting R-value of the insulation is to comply with all applicable codes and/or municipal requirements. Requests for special concessions with regards to the insulation thickness could be brought to the attention of the municipal Building and Development Services



department having jurisdiction, given the age of the building and the relatively poor performance of the existing ice surface.

5.8.3 METAL PANELS AND TRIM A new prefinished metal envelope cladding system complete with all metal flashings and trims is to be installed over the insulation noted in section 5.8.2. Steel panels are to have a galvanized (zinc) or Galvalume (or equal) coating, steel thickness to be 26 gauge minimum with structural quality conforming to ASTM A653M or equal. Colour is to be selected by the university from standard colour selection; color to match pre-existing colors on adjacent buildings (brown). All panels are to have a uniform color and match adjacent panels to the university’s approval. The Canadian Sheet Steel Building Institute (CSSBI 20M-2016) Standard for Sheet Steel Cladding for Industrial, Commercial and Institutional Building Applications is to be followed for metal sheeting performance requirements.

The prefinished metal is to be adequately protected during fabrication, transportation, site storage and erection in accordance with manufacturer’s recommendations. Products are to be installed in accordance with their manufacturer’s instructions and best practices and/or the Metal Construction Association (MCA) Metal Roof Installation Manual (2014). Manufacturer’s minimum bend radius’ must be respected. The cladding system is to comply with all applicable building codes and regulations. All panel coating(s), thickness(es) and arrangements are be approved by the university. Metal cladding system manufacturer’s details are to be provided to the university for reference.

5.8.4 EMERGENCY EXIT DOORS Two (2) existing single steel doors (emergency exits) located in the north-facing and south-facing walls must be replaced with new doors. The doors must be installed complete with new steel door frames, hinges, panic (exit) devices, and closures. New doors must have the same swing and handing as the original doors, dimensions are to remain approximately the same and comply with applicable codes and standards. The steel frames are to be three (3) piece, level 2 frame standard as per ANSI/SDI A250.8-2014, complete with galvanised coating.

The exit devices are to be supplied and installed on the doors. See Figure 4: Exit Device, below, for an example of the desired exit device. Exit devices are to be heavy duty grade 1, ADA compliant and suitable for an outdoor corrosive environment. The door is not meant to be an entrance door and as a result the exterior of the door is to be flush and not equipped with any pull handles.

Figure 4: Exit Device



The hinges are to be heavy duty Stanley 191 Standard, stainless steel, 4”x4-1/2” ball-bearing square corner hinges or other manufacturer’s equal. The new doors are to be non fire-rated, level 2 door standard grade (heavy duty) as per ANSI/SDI A250.8-2014, hot-dipped zinc coated. The doors and frames are to be adequately insulated to prevent condensation from occurring and comply with any applicable energy codes and standards. Heavy duty, outdoor rated, corrosion resistant door closers are to be supplied and installed with the new doors.

5.9 EXTRAS Any additional construction, service, or system that the contractor feels would be beneficial to the performance of the facility can be quoted separately from the items required in this document.

These additional items are to be listed individually as extras and adequate details should be included in the quote for their evaluation by the university. The university can either approve or refuse noted extras at their discretion.

5.10 PERFORMANCE REQUIREMENTS

5.10.1 CONSTRUCTION PERFORMANCE GUIDELINES All work in described in this document is to comply and adhere with the Residential Construction Performance Guidelines (RCPG) for Professional Builders and Remodelers, Fourth Edition, or equal guidelines. If another referenced document specifies higher performance values than the RCPG then that specific document prevails over the RCPG.

5.10.2 FASTENERS Unless noted otherwise, fasteners used in accomplishing the requirements of this document are to be galvanised or have equal corrosion resistance.

5.10.3 PAINT APPLICATION STANDARDS The application of paint is to comply with the Painting and Decorating Contractors of America PDCA Industry Standards document dated 2013. The university, upon request from the contractor, can supply a copy of the PDCA standards.

5.10.1 METAL PANELS AND TRIM The Metal Construction Association (MCA) Metal Roof Installation Manual (2014) is to be followed for best practice reference, installation and design of the roofing system and metal flashings. The MCA document can be found online and copies can be provided to the installer upon request. Any deviation from the practises described in the MCA document must first be approved by the University.

Cutting methods which use abrasives or heat above the melting point of the rust-inhibitive coating are to be avoided unless approved by the university. Approved methods of cutting include (but are not limited to) aviation snips, sheet metal hand shears, electric sheet metal shears, and pneumatic or electric nibblers. Any swarf generated by the installation, manipulation or cutting of the panels is to be thoroughly and promptly removed from the surface of the panels without causing damage to the surface coating(s).



5.11 REFUSE AND POST-CONSTRUCTION CLEANUP This section of the document will detail the requirements for disposal of construction refuse and site post-construction site cleanup.

5.11.1 REMOVAL OF CONSTRUCTION DEBRIS The contractor is responsible for managing the proper disposal of debris and waste generated as a result of their activities in the affected building. The university campus and area directly surrounding the building is to be maintained free of any visible refuse, waste, empty containers, debris or similar materials resulting from their work or occupation of the work site. The university reserves the right to keep any waste it deems unsuitable for disposal.

The inside of the building is, inasmuch as possible, to be maintained free of any refuse, waste, empty containers, debris or similar materials resulting from their work or occupation of the work site. Free access to the rooms and hallways are to be maintained to allow maintenance staff and security personnel to safely navigate the facility.

5.11.2 CLEANING Prior to commissioning and reoccupation, the contractor is responsible for cleaning the worksite to the satisfaction of the University. The worksite is to be free of dust, dirt, oil, surface stains or other similar contaminants. Cleanliness of the location to be approved by the University prior to commissioning. The removal of existing stains and surface blemishes are not the responsibility of the contractor. Documentation of existing stains is the responsibility of the contractor.

5.11.3 TOUCH-UPS After the completion of the work detailed in this document, the contractor is responsible for complying with requests for re-work requested by the University for unsatisfactory items relating to the items detailed in this document.

5.12 WARRANTY PERIOD A warranty period of no less than two (2) years is to be provided by the contractor, beginning on the day of commissioning, covering all other items described in this document. The warranty is to guarantee replacement or repair, at the contractor’s expense, any item or service provided by the contractor that is found to be defective or no longer suitable for normal use by faulty work performed by the contractor. The contractor must also honor and abide by all implied manufacturer’s warrantees. Emergency repairs performed by others will not void the warranty. Warranty contract is to be provided by the contractor with their quotation.

5.13 WORKSITE ACCESS Arrangements for vehicle parking, washrooms facilities, keys, visits, scheduling work outside of regular hours of operation, acquiring building access during holidays etc., must be made with the Facilities Maintenance Department with adequate notice. See section 7: TECHNICAL INQUIRIES for contact details.



ARCHITECTURAL DRAWINGS Requests for photos and limited (unofficial) dimensions can be made to the facilities management department. We suggest that contractors visit the site in order to properly asses the scope of work for bidding purposes.



TECHNICAL INQUIRIES Any technical questions or inquiries related to the contents of this document may be brought to the attention of the following persons:

Julien Comeau, P.Eng. Director

Facilities Management, Université Sainte-Anne

[email protected]

902-769-2114 ext. 7130

902-778-0765 (mobile)

1695, Highway 1, Church Point (Nova Scotia), B0W 1M0

Véronique Hogan Administrative Assistant

Facilities Management, Université Sainte-Anne

vé[email protected]

902-769-2114 ext. 7129

902-778-2961 (mobile)

902-769-3831 (fax)


Lorraine Saulnier Director

Purchasing, Université Sainte-Anne

[email protected]

902-769-2114 ext. 7154

902-769-3831 (fax)




APPENDIX 1 RFQ RESPONSE FORM

Window supply and install USA062019

By responding to this RFQ with an authorizing signature, proponents are assumed to have accepted all terms and conditions.

*Note: You may provide your price response in another format, however this form must be signed and returned with your response.

I hereby fully understand the requirements and specifications of the Request for Quote, and submit the following prices (Canadian Funds):

Description Total (CAD)

Labour

Materials

Equipment

Total before HST

HST

Total including HST

SCHEDULE:

Planned start date : _______________________________________

Planned completion date : _______________________________________

Work schedule submitted : _______________________________________

Print name Company Name & Address

Authorized signature Date

Phone number Email



APPENDIX 2 CONFORMITY AGREEMENT

ENTENTE DE CONFORMITÉ - CONTRATUEL

FRANÇAIS

Le contractant affirme qu’il a bien lue et compris le présent document et qu’il connait ses tâches, responsabilités et exigences reliés à son domaine de travail et ses opérations d’entreprise selon la Loi sur la santé et la sécurité au travail de la Nouvelle-Écosse et tous règlements imposés par cette loi. Il affirme aussi que ses travaux effectués sur les lieux de travail d’Université Sainte-Anne seront effectués en toute conformité aux codes (Code national du bâtiment - Canada et tous codes provinciaux applicables), normes, et lois qui s’appliquent aux travaux demandés et que les politiques et les règlements de l’Université seront respectés.

COMPLIANCE AGREEMENT - CONTRACTOR

ENGLISH

The contractor states that he has read and understood the present document and recognizes his duties, responsibilities and requirements related to his field of work and his operations of business in compliance with the Occupational Health and Safety Act of Nova Scotia as well as all regulations imposed by this law. He also states that all work performed on University Sainte-Anne’s properties will be carried out in compliance with all codes (National Building Code of Canada and all appropriate Provincial codes), standards and laws related to the work required and that all of Université Sainte-Anne’s regulations and policies are adhered to.

X SIGNATURE COMPANY/COMPAGNIE DATE



(THIS PAGE CONCLUDES THE DOCUMENT)

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