invitation to tender mount allison university sackville, nb · 2020-06-08 · sealed tenders will...

Mount Allison University Invitation to Tender Section 00 11 16 Miscellaneous Roofing Project Project # MISC-20-06 June 09, 2020

MTA Project Manual - Updated June 05, 2020

INVITATION TO TENDER Sealed tenders will be received from Qualified Roofing Contractors at the office of the Mount Allison University, Department of Financial Services, Room 310, Centennial Hall, 65 York Street, Sackville, New Brunswick, E4L 1E4, until 4:00:00p.m., Thursday, July 9, 2020 for the following project.

MISC-20-06 – Miscellaneous Roofing Project

Mount Allison University Sackville, NB

Work under this contract includes all materials, equipment and labor necessary to complete the work indicated on the drawings, described in specifications and/or addenda or reasonably inferred. The project includes miscellaneous roof repairs and roof replacements on the Mount Allison campus. Contractors must adhere to provincial and university Covid-19 procedures and guidelines and will be required to submit MTA Covid-19 Authorization Form to obtain access to the campus. All bidders are advised that, due to Covid-19 restrictions, site visit will be by request only during week of Monday June 22 through Friday June 26, 2020 by contacting Mark Payne @ 506-364-7444. The University requires that Pre-Qualification Documents for all Contractors be submitted directly to Mount Allison prior to bid award. Please note that ALL sub-contractors will be required to qualify prior to starting any work for General Contractor. The University uses its pre-qualification process to assess a firm’s experience, ability and capacity to perform the projects of the scope advertised. Pre-Qualification Documents are available by logging on to the Mount Allison University web site at: http://www.mta.ca/administration/financial/open_tenders.html Complete 1) Certification Form and

2) Contractor Data Form. Submit these forms by facsimile to (506) 364-2216 or by email to: [email protected].

The University cautions bidders that an award will not be issued to a bidder that has not submitted pre-qualification documents, or, issue an award to a bidder whose pre-qualification documents cause doubt related to the bidder’s ability and capacity to perform the scope of work being tendered. Tenders submitted by Contractors must be accompanied by a Bid Bond or Certified Cheque in the amount of 10% of the total bid price. The lowest or any Tender, not necessarily accepted and as further described in Instructions to Bidders Section 00 21 13 Article 1.15.

Mount Allison University Invitation to Tender Section 00 11 16 Miscellaneous Roofing Project Project # MISC-20-06 June 09, 2020


APPENDIX “A”

Receipt Confirmation – Invitation to Tender MISC-20-06 Miscellaneous Roofing Project

Please complete this form and email IMMEDIATELY to: Financial Services Mount Allison University Attention: Ms. Ruth Terrio [email protected] Failure to return this form may result in a termination of communication regarding this Invitation to Tender. COMPANY NAME: __________________________________________________________________ ADDRESS: ___________________________________________________________________________

CITY: _____________________ PROVINCE: _________ POSTAL CODE: ___________________ CONTACT PERSON: _____________________________________________________________________________________

PHONE NO: ____________________ FAX NO: ____________________

EMAIL ADDRESS: _____________________________________________________________________

I have received a copy of the above noted Invitation to Tender and hereby advise the following:

□ Yes, I will be responding to this Invitation to Tender. I authorize Mount Allison University Financial Services to send further correspondence that it deems to be of an urgent nature by the following method:

□ Email PDF attachment file SIGNATURE: __________________________________________ TITLE: ________________________________________

Roof Replacement Specification 2020

MOUNT ALLISON UNIVERSITY

62 York Street

Sackville, New Brunswick

Mount Allison University Table of Contents Section 00 01 10 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


CONTRACT DOCUMENTS DIVISION 0 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 Table of Contents ........................................................................... 01 00 10 00 General Instructions ........................................................................ 05 00 11 00 Summary of Work ........................................................................... 23 00 11 01 Insurance ........................................................................................ 02 00 11 16 Invitation to Tender ......................................................................... 02 00 21 13 Instructions to Bidders .................................................................... 07 00 41 13 Bid Form ......................................................................................... 06 00 52 13 General Conditions ......................................................................... 31

DIVISION 01 - GENERAL REQUIREMENTS 01 02 50 Prices .............................................................................................. 02 01 14 00 Work Requirements ........................................................................ 04 01 29 00 Payment Procedures ...................................................................... 05 01 31 19 Project Meetings ............................................................................. 02 01 32 00 Construction Schedules & Documentation ..................................... 03 01 33 00 Submittals ....................................................................................... 06 01 35 43 Environmental Controls .................................................................. 04 01 35 50 Construction Safety Requirements ................................................. 05 01 41 00 Regulatory Requirements ............................................................... 01 01 45 00 Quality Control ................................................................................ 05 01 52 00 Construction Facilities and Temporary Controls ............................. 07 01 61 00 Common Product Requirements ..................................................... 03 01 73 30 Cutting & Patching .......................................................................... 02 01 74 11 Cleaning .......................................................................................... 03 01 77 00 Closeout Procedures ...................................................................... 08 01 78 00 Closeout Submittals ........................................................................ 04 01 78 20 Operating and Maintenance Manuals ............................................. 05 01 78 30 Guarantees and Warranties ............................................................ 01 01 78 40 Record Drawings ............................................................................ 04 02 41 19 Demolition ....................................................................................... 03 06 10 13 Wood Blocking and Curbing ........................................................... 03 07 56 00.13 Fluid Applied Membrane Roofing ............................................... 13 07 62 00 Sheet Metal Flashing & Trim ........................................................... 04

DRAWINGS 1 McCain Building Roof Details 2 Edwards House Roof Details 3 Convocation Hall Roof Details 4 Barclay Building Roof Details 5 Anchorage House Roof Details

Mount Allison University General Instructions Section 00 10 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

1.1 SECTION INCLUDES .1 Communications. .2 Complementary documents. .3 Precedence of Documents. .4 Specification grammar. .5 Applicable Codes .6 Cooperation & Coordination .7 Storage, Handling & Protection .8 Transportation .9 Owner Supplied Materials .10 Weather Conditions .11 Workers .12 Conduct of Personnel .13 Publicity .14 Accessibility for the Disabled .15 Utilities .16 Trademarks & Labels .17 Responsibility

1.2 RELATED DOCUMENTS

.1 Section 00 11 00 – Summary of Work

.2 Section 00 52 13 – General Conditions.

.3 This section describes requirements applicable to all sections of the Project Manual.

1.3 COMMUNICATIONS

.1 University Project Numbers: Mount Allison University assigns project numbers to all project work. Without exception project numbers must appear on all correspondence and documents prepared for or sent to the Owner.

.2 Lines of communication: All information from the University regarding the contract, such as specific instructions of the Owner, requirements and changes during construction will be issued through the Consultant. The Consultant shall be kept advised at all times of all informal contact and discussions between the Sub- Consultant(s), Trade Contractor(s) or University Staff. Owner or Consultant will not be responsible for any circumstances which may arise from instructions, information and approvals having been obtained through channels other than the above.

.3 Correspondence: .1 All correspondence regarding the Project shall be directed to:

Mount Allison University 65 York Street Sackville, New Brunswick E4L 1E4 Attn: Ruth Terrio, SCMP. Manager Procurement Services Phone: 506-364-2294 Fax: 506-364-2216 Email: [email protected]



.2 The Contractor shall submit all design related correspondence to the Procurement

Manager unless otherwise instructed. Should the Contractor feel that the matter requires immediate action then a copy of the correspondence may be sent directly to the Project Manager.

Mount Allison University Department of Facilities Management 155 Main Street Sackville, New Brunswick E4L 1B5

Attn: Ronald M. Eickholt P.Eng. Project Manager Phone: 506-364-2447 Fax: 506-364-2688 Email: [email protected]

1.4 COMPLEMENTARY DOCUMENTS

.1 Generally, drawings indicate graphically, the dimensions and location of components and equipment. Specifications indicate specific components, assemblies, and identify quality.

.2 Drawings, specifications, diagrams and schedules are complementary, each to the other, and what is required by one, to be binding as if required by all.

.3 Should any conflict or discrepancy appear between documents, which leaves doubt as to the intent or meaning, apply the Precedence of Documents article below or obtain guidance or direction from Consultant.

.4 Examine all discipline drawings, specifications, schedules, diagrams and related Work to ensure that Work can be satisfactorily executed.

.5 All specification sections of the Project Manual and Drawings are affected by requirements of Division 01 sections.

1.5 PRECEDENCE OF DOCUMENTS

.1 In the event of conflict within and between the Contract Documents, the order of priority within specifications and drawings for this project are - from highest to lowest: .1 the Agreement between the Owner and the Contractor, .2 the Definitions, .3 Supplementary Conditions, .4 the General Conditions, .5 Sections of Division 01 of the specifications, .6 Sections of Divisions 02 through 35 of the specifications, .7 Schedules and Keynotes:

.1 Material and finishing schedules within the specifications, then

.2 Material and finishing schedules on drawings, then

.3 Keynotes and definitions thereto, then .8 Diagrams, .9 Drawings:

.1 Drawings of larger scale shall govern over those of smaller scale of the same date, then

.2 Dimensions shown on drawings shall govern over dimensions scaled from drawings, then

.3 Location of utility outlets indicated on architectural detail drawings takes precedence over positions or mounting heights located on mechanical or electrical drawings.



.10 Later dated documents shall govern over earlier documents of the same type. .2 In the event of conflict between documents, the decision of the Consultant shall be final.

1.6 SPECIFICATION GRAMMAR

.1 Specifications are written in the imperative (command) mode, in an abbreviated form.

.2 Imperative language of the technical sections is always directed to the Contractor, unless specifically noted otherwise. .1 This form of imperative (command) mode statement requires the primary constructor to

perform such action or Work. .2 Perform all requirements of the Contract Documents whether stated imperatively or

otherwise. .3 Division of the Work among subcontractors, suppliers, or others is solely the prime

constructor’s responsibility. .4 The Consultant assumes no responsibility to function or act as an arbiter to establish

subcontract scope or limits between sections or divisions of Work.

1.7 APPLICABLE CODES, STANDARDS AND MANUFACTURER'S LITERATURE

.1 In the absence of other standards being required by the Contract Documents, all work is to conform to, or exceed the minimum standards of the National Building Code, the Canadian Standards Association, National Fire Protection Association, Canadian Electric Code, National Plumbing Code, Factory Mutual Engineering, Underwriter’s Laboratory of Canada, Fire Code Regulations, local codes or bylaws and the standards of manufacturers of material supplied for this project, whichever is/are applicable.

.2 Wherever standards are referred to in the specifications, the latest edition of the standard shall apply at time of Bid.

.3 If required by the Consultant the manufacturer/supplier or Contractor shall furnish documentation indicating compliance with the requirements and where required, certification by an Engineer registered in the Province of New Brunswick.

.4 Any work shown on the drawings or described in the specifications which is at variance with the applicable codes shall be brought to the attention of the Consultant.

.5 In no instance shall the standards established by the drawings and specifications be reduced by any of the applicable codes.

1.8 COOPERATION AND COORDINATION .1 The Trade Contractor shall coordinate the work of sub-contractors with efficient and continuous

supervision. .2 Cooperate with the Owner and other Contractors/Trade Contractors engaged in simultaneous

development of adjacent facilities. Coordinate access to the site, the location, removal or adjustment of temporary fences, sheds and utility services.

.3 Coordinate the work of each trade to ensure that such work is consistent with the requirements for the work of a following trade.

.4 Before commencing any work, each trade must report any inconsistency between the work of a preceding trade and the requirements for their work. Any costs incurred by the Contractor or trades to rectify such inconsistencies shall be at no expense to the Owner.

.5 The Trade Contractor shall coordinate the work of all trades requiring suspension or fixing devices to be incorporated into the structure. Where required, such suspension or fixing devices are to be

built into the structure and/or by of the type specified or detailed herein, the Trade Contractor shall submit to the Consultant details of the device he proposes to use accompanied by such information as the Consultant may require to assess the capability of the proposed device.



1.9 STORAGE, HANDLING AND PROTECTION

.1 Handle and store products in manner to prevent damage, deterioration and soiling and in accordance with manufacturer's instructions when applicable. .2 Store packaged or bundled products in original and undamaged condition with manufacturer's seal

and labels intact. Do not remove from packaging or bundling until required in Work. .3 Store products subject to damage from weather in weatherproof enclosures. .4 Store cementitious products clear of earth or concrete floors, and away from walls. .5 Keep sand, when used for grout or mortar materials, clean and dry. Store sand on wooden platforms

and cover with waterproof tarpaulins during inclement weather. .6 Store sheet materials and lumber on flat, solid supports and keep clear of ground. Slope to shed

moisture. .7 Store and mix paints in heated and ventilated room. Remove oily rags and other combustible debris

from site daily. Take every precaution necessary to prevent spontaneous combustion. .8 Remove and replace damaged products at own expense and to satisfaction of Consultant. .9 Touch-up damaged factory finished surfaces to Consultant's satisfaction. Use touch-up materials to

match original.

1.10 TRANSPORTATION .1 Pay costs of transportation of products required in performance of Work. .2 Transportation cost of products supplied by Owner will be paid for by Owner. Contractor will be

responsible to unload, handle and store such products.

1.11 OWNER SUPPLIED MATERIALS .1 The Contractor is responsible for scheduling delivery of items supplied by the Owner as required to

maintain the construction schedule. .2 The Contractor is also responsible to check materials as they are delivered and to notify the Project

Manager immediately through the Consultant of any supplied by the Owner materials, that do not meet specified standards or is received in damaged condition.

1.12 WEATHER CONDITIONS .1 All sections of work shall include in their tender an allowance sufficient to cover full, continuous

working operation through normal weather conditions, without interruptions or shutdowns.

1.13 WORKERS .1 All work shall be performed by skilled mechanics, experienced in their trade; according to rules and customs of best trade practices for first class work and to the various standards recommended and

specified. .2 Construction Force: The Trade Contractor shall provide and maintain, in full operation at all times

during the performance of the contract, a sufficient crew of laborers, mechanics and foremen to execute the work.

1.14 CONDUCT OF PERSONNEL

.1 Harassment, in any form and at any time by the Trade Contractor and/or supplier(s) or his employees will not be tolerated. Should any confirmed incident of this type take place, the



employee(s) will be required to the leave the University premises immediately and will not be permitted to return. No exceptions or warnings will be provided.

.2 Mount Allison University has a NO SMOKING policy in all work areas Smoking shall NOT be permitted in or within 10 meters of any building.

.3 Grooming: Mount Allison University retains the right to restrict and control the clothing worn by and the grooming of Contractors to the campus where these may conflict with health and safety

considerations and regulations.

1.15 PUBLICITY

.1 All publicity relating to the Project is subject to the approval of the Owner and no mention of the project in advertising or articles in any publication will be permitted unless approved in writing through the Owner. Publicity or advertising implying endorsement of a product, Contractor or Consultant will not be permitted. No project signs of any kind other than for directional purposes will be permitted unless expressly approved by the Owner.

1.16 ACCESSIBILITY FOR THE DISABLED

.1 Barriers shall not be put in the way of disabled people in and around campus facilities (ie. unnecessary steps, narrow aisles etc.) Disabled refers to the visually impaired as well as the physically disabled.

1.17 UTILITIES .1 Contractor shall be responsible for capping, plugging, disconnecting, relocating or diverting all

utilities interfering with construction operation. If the Contractor discovers unidentified utilities, the Contractor shall: .1 Contact the Consultant. .2 Provide a drawing outlining as-found conditions.

1.18 RESPONSIBILITY

.1 The Contractor shall assume full responsibility for laying out the work and ensuring it does not conflict with the work of other trades, and for any damage caused to the Owner or other Sub-contractors by improper location or carrying out of the work.

.2 If more than one interpretation can be taken from the specification or drawings regarding labour, material, or equipment, notify the Consultant immediately for clarification. If clarification cannot be obtained, consider the most costly of possible alternative to apply. No allowance will be made for a tender based on the lesser.

.3 The dimensions given on the drawings of the existing work are approximate and the Contractor must take actual measurements before ordering materials, equipment and the like. Failure to comply with the requirement will make the Contractor fully responsible for replacing such material or equipment at no extra cost to the contract.

.4 Prior to the submission of shop drawings and/or the installation of work to be performed, promptly advise the Consultant of any specified equipment, material, or installation which appears inadequate or unsuitable or in violation of applicable codes.

***END OF SECTION 00 10 00***

Mount Allison University Summary of Work Section 00 11 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

1.1 SECTION INCLUDES

.1 General description of Work.

.2 Contract Method.

.3 Work by Owner or Other Contractors.

.4 Assigned Contracts.

.5 Work sequence.

.6 Contractor use of premises.

.7 Owner occupancy.

.8 Partial Owner occupancy.

.9 Products ordered in advance.

.10 Owner furnished products.

1.2 RELATED SECTIONS

.1 Section 01 32 00 - Construction Schedules & Documentations

.2 Section 01 35 30 - Renovation Procedures

1.3 WORK COVERED BY CONTRACT DOCUMENTS

.1 Work covered: Work under this contract includes all materials, equipment and labor necessary to complete the work indicated on the drawings, described in specifications and/or addenda or reasonably inferred. For detailed summary, please see:

.1 00 11 00.01 Wallace McCain Student Centre – Roof Section “G” .2 00 11 00.02 Edwards House - Roof section “A” .3 00 11 00.03 Convocation Hall – Roof Section “A & D” .4 00 11 00.04 Barclay Building - Roof Section “E & F” .5 00 11 00.05 Anchorage House – Roof Section “A”

1.4 CONTRACT METHOD / COMPLETION

.1 Construct the Work under a single lump sum fixed price contract.

.2 Complete the Work so as to be certifiable by the Consultant as having attained Substantial Performance on or before Friday August 28, 2020.

.3 The Contractor will be required to meet or better the dates of the Schedule and is expected to workdays, evenings, nights, weekends, and holidays to complete their work and not delay the work of other trade contractors. The Contractor shall take whatever action is necessary, to at all times ensure the completion of the Work within the Contract Time and in compliance with the planned progress of the Work and every part of the Work as set out in the Construction Schedule, at no additional cost to the Owner. Failure by the Contractor to adhere to the Construction Schedule shall constitute default by the Contractor under the Contract. If the Contractor is at any time behind in the Construction Schedule, then the Contractor will at no additional cost to the Owner comply with whatever action is reasonably demanded by the Owner or the Consultant, including without limitation extra shift work and acceleration of parts of the Work, to make up the time. The Contractor is expected to expedite materials, resources and labour to ensure the schedule is maintained and to immediately inform the Owner when design, contractor or material related delays affect the schedule. The Contractor is expected to expedite materials, resources and labour to ensure the schedule is



maintained. Commitment to schedule will be a condition of Award of Contract. .4 The Contractor shall work closely with the Consultant and Project Manager to carry out related work. .5 The Contractor is required to take the leading role in the organizing, scheduling and coordinating all of the work for an efficient and speedy completion. Scheduling of the Work is the responsibility of

the Contractor. Coordinate scheduling of the Work with the Consultant and Project Manager. .6 Provide sufficient labour and materials to complete the Work within the time required for each

construction phase, as well as to meet overall completion within the Contract Time. Any required overtime and similar costs to complete the project by the agreed completion date is included in the Contract Price.

.7 All parties shall cooperate and resolve disputes so as not to affect progress of the Work. The Contractor shall take remedial action to correct and make up any default, as the work progresses.

.8 Arrange and carry out the Work so as to maintain access and exits; avoid conditions of unacceptable noise, dust, and appearance; minimize disruption to University operations.

.9 The Owner’s requirement to maintain University operations takes precedence over the Contractor’s requirements.

1.5 WORK BY OWNER

.1 n/a

1.6 WORK SEQUENCE

.1 It is intended that the construction work will proceed in a phased and organized manner which minimizes disruption to University operations.

.2 The Contractor shall prepare a preliminary construction schedule (refer Section 01 32 00) for review and acceptance by the Consultant and the Project Manager. The Contractor shall revise the proposed sequence schedule as directed for final acceptance by the Project Manager, before commencement of on-site construction work.

.3 The finalized schedule shall clearly define: .1 The phasing of the work. .2 The limit of construction work during each phase and sub-phase, including location of

barriers, hoarding, and covered ways. .3 The duration of each phase. .4 The sequence of construction within each phase to co-ordinate the work of all trades,

Owner, and work under other contracts. .5 Baseline start dates, finish dates, and task durations. .6 Detail level of work shall be broken down so that no task noted on the schedule is greater

than 2 weeks. .4 The Contractor shall provide monthly project schedule updates, both in hard copy and electronic

form. Electronic format shall be the most recent version of Microsoft Project. The schedule update shall detail: .1 Task actual start, duration, and completion dates. .2 Percent complete of each task. .3 Critical tasks, task linkages, and order/delivery dates for major equipment components. .4 All approved change orders, linked to the approved tasks, with notes on schedule impacts,

if any. .5 The Contractor, all subcontractors and suppliers of material required for the Work will expedite and

proceed with the Work so as to conform to the agreed schedule and phases. .6 Any float (also described as “slack” or “cushion”) that exists in the Construction Schedule (as to the

overall Contract Time and as to parts of the Work) does not belong exclusively to the Owner or



exclusively to the Contractor, but rather will: .1 Firstly, be used for and applied to avert any delay or extension of time otherwise provided

for in the Contract, including any delay or extension of time otherwise provided for or described in the schedule, or that would otherwise result from a Change Order, or any other delay or extension of time that the Contractor would otherwise be entitled to, and despite any provision of the Contract allowing for delay or extension of time the Contract Time will not be delayed or extended to the extent that float is available at the time the matter, circumstance or event arose or occurred, and

.2 Any remaining will, in the administration and interpretation of the Contract, be shared and applied equitably by and between the Owner and the Contractor.

.7 The phasing and sub-phasing of the work shall be as established and finalized by consultation between the Contractor, the Consultant and the Project Manager, before commencement of the work, and as the work progresses.

1.7 CONTRACTOR USE OF PREMISES

.1 Coordinate use of premises with Project Manager to allow:

.1 Owner occupancy. .1 Owner will occupy building during entire construction for execution of normal

operations .2 Cooperate with Owner in scheduling operations to minimize conflict and to

facilitate building occupancy .3 Maintain fire and life safety systems and public access to exits during all stages

of the Project.

***SECTION 00 11 00.01 THROUGH 00 11 00.05 TO FOLLOW***

Mount Allison University Summary of Work Section 01 10 00.01 Miscellaneous Roofing Wallace McCain Student Centre – Roof Section “G” Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General

1.1 Section Includes .1 Documents and terminology.

.2 Associated requirements.

.3 Work expectations.

.4 Work by other parties.

.5 Premises usage.

1.2 Related Documents .1 Other Division 1 specification sections.

.2 This section describes requirements applicable to all Sections within Divisions 02 to 49.

1.3 Complementary Documents .1 Drawings, specifications, and schedules are complementary each to the other and what is called for by one to be binding as if called for by all. Should any discrepancy appear between documents which leave doubt as to the intent or meaning, abide by Precedence of Documents article below or obtain direction from the Consultant.

.2 Locate devices with primary regard for convenience of operation and usage.

.3 Examine all discipline drawings, specifications, and schedules and related Work to ensure that Work can be satisfactorily executed. Conflicts or additional work beyond work described to be brought to attention of Consultant.

1.4 Description Of The Work .1 Furnish and install specified roofing and related components to Roof Section G (as per attached drawing) at the Mount Allison University – Wallace McCain Student Centre, Sackville, Brunswick. Contractors to verify own dimensions and roof compositions

.2 PREPARATION

.1 The following work shall be completed prior to the installation of the roofing system: .1 Removal of all existing roof membrane

components, flashings, and counterflashings down to the decking.

.2 Clean all debris from existing decking.

.3 Prime deck with specified waterbased primer.

.4 Install the self-adhered vapour retarder to the decking. Ensure all overlapping


seams are sealed. Ensure all openings within the deck around perimeter, penetrations, etc are sealed.

.5 Install specified base layer polyisocyanurate insulation into specified insulation adhesive.

.6 Install specified coverboard insulation into specified insulation adhesive

.7 Install One (1) ply base sheet into specified cold process adhesive as specified.

.8 Apply base coat of specified fluid applied coating into the polyester re-enforcement as specified. Install in accordance to manufacturer directions.

.9 Install specified top coat of fluid applied product as specified by the maufacturer.

.10 The perimeter edge of the roof (as noted within the attached detail drawing) will have a layer of Safety Yellow top coat applied. This area will be covering the roof surface for a distance of six (6) feet from the perimeter edge of the roof.

.11 Ensure all CSA Approved safety guard rails are set in place prior to commencing any work

.3 Work of this Contract comprises re-roofing as outlined in Section 07 56 00.13 – Fluid Applied Membrane Roofing.

.4 All perimeter details shall be followed within the enclosed detail drawings.

.5 Division of the Work among Subcontractors is solely the Contractor's responsibility. The Facility assumes no responsibility to act as an arbiter to establish subcontract terms between sectors or disciplines of work.

1.5 Roofing Notes .1 Any mechanical work will need to be coordinated with the approved mechanical contractor.

.2 Masonry work will be coordinated with Mount Allison University Facilities Management Staff. This work will provide acceptance for the installation of the wall base flashing membrane.

1.6 Contract Method .1 Construct Work under single, stipulated price contract.


.2 Contract Documents were prepared by the Consultant for the Owner. Any use which a third party makes of the Contract Documents, or any reliance on or decisions to be made based on them, are the responsibility of such third parties. The Consultant and Facility accepts no responsibility for damages, suffered by any third party as a result of decisions made or actions based on the Contract Documents.

1.7 Documents Provided .1 The Contractor may obtain additional sets of Contract Documents at the cost of printing, handling and shipping.

1.8 Work Sequence .1 Coordinate Progress Schedule with Facility during construction.

.2 Maintain fire access and control of fire protection equipment.

1.9 Work By Owner .1 The Contractor will ensure that any interior/exterior portions of the facility will be covered (if required) to prevent any damage or debris from falling from the roof decking while re-roofing is in progress. It is the facility responsibility to ensure this is reviewed with the awarded contractor prior to commencement of any work on site

1.10 Facility-supplied Products .1 Obtain the necessary shop drawings from the Facility and/or Consultant and proceed to coordinate details for installation, expedite, receive, unload, install, connect and test the specified equipment for use on the site premises prior to start-up of the project.

.2 Facility Responsibilities:

.1 The Consultant shall inspect deliveries of materials jointly with Contractor/Project Manager when arriving on site to ensure proper placement.

.3 Contractor Responsibilities:

.1 Designate submittals and delivery date for each Product in progress schedule.

.2 Review shop drawings, product data, samples, and other submittals. Submit to Consultant, notification of any observed discrepancies or problems anticipated due to non-conformance with Contract Documents.

.3 Receive and unload Products at site.

.4 The Consultant shall inspect deliveries, record shortages, and damaged or defective items.

.5 Handle Products at site, including uncrating and


storage at a location acceptable to the Facility.

.6 Protect Products from damage, and from exposure to elements.

.7 Assemble, install, connect, adjust, and finish Products in a professional and organized manner

.8 Repair or replace items damaged by Contractor, Project Manager or Subcontractor on site under their control.

.9 Keep site clean at all times of debris.

.10 Dispose of all materials in an approved and authorized disposal site in accordance to all local and Nova Scotia by-laws.

1.11 Contractor Use Of Premises .1 Limit use of site and premises to allow:

.1 Facility and public occupancy.

.2 Work by Others and Work by Facility.

.3 Use of site and premises by the public.

.2 Emergency Building Exits During Construction: are to remain free of any and all materials or equipment.

1.12 Facility Occupancy .1 Facility will occupy premises during entire construction period for execution of normal operations.

.2 Cooperate with Facility in scheduling operations to minimize conflict and to facilitate Facility usage.

.3 Maintain fire and life safety systems and public access to exits during all stages of the Work.

1.13 Partial Owner Occupancy .1 Maintain fire and life safety systems and public access to exit to be maintained during all stages of the Work.

***END OF SECTION 01 10 00.01***

Mount Allison University Summary of Work Section 01 10 00.02 Miscellaneous Roofing Project Edwards House – Roof “A” Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General





.5 Premises usage.






1.4 Description Of The Work .1 Furnish and install specified roofing and related components to Roof Section A (as per attached drawing) at the Mount Allison University – Edwards House, Sackville, Brunswick. Contractors to verify own dimensions and roof compositions

.2 PREPARATION





.4 Install the self-adhered vapour retarder to


the decking. Ensure all overlapping seams are sealed. Ensure all openings within the deck around perimeter, penetrations, etc are sealed.





.9 Install specified top coat of fluid applied product as specified by the manufacturer.

.10 The perimeter edge of the roof will have a layer of Safety Yellow top coat applied. This area will be covering the roof surface for a distance of six (6) feet from the perimeter edge of the roof.


.3 Work of this Contract comprises re-roofing as outlined in section – Fluid Applied membrane Roofing.



1.5 Roofing Notes .1 All mechanical work will need to be coordinated with the approved mechanical contractor.

.2 All roof curbs are to be raised to ensure the top of the curbs are 12 inches from the surface of the roof.

.3 A new roofing hatch and safety rail guard will be installed in the area of the roof entrance.


.2 Contract Documents were prepared by the Consultant for the Owner. Any use which a third party makes of the


Contract Documents, or any reliance on or decisions to be made based on them, are the responsibility of such third parties. The Consultant and Facility accepts no responsibility for damages, suffered by any third party as a result of decisions made or actions based on the Contract Documents.













.5 Handle Products at site, including uncrating and storage at a location acceptable to the Facility.
















***END OF SECTION 01 10 00.02***

Mount Allison University Summary of Work Section 01 10 00.03 Miscellaneous Roofing Convocation Hall – Roof Section “A & D” Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General





.5 Premises usage.






1.4 Description Of The Work .1 Furnish and install specified roofing and related components to various roof sections as noted (as per attached drawing) at the Mount Allison University – Convocation Hall Building, Sackville, Brunswick. Contractors to verify own dimensions and roof compositions

.2 PREPARATION

.1 ROOF SECTION – A .1 Remove/replace isolated areas of wet

insulation/roof membrane (@ 170 square feet in size) to match the existing roof assembly. Refer to attached detailed drawing showing roof assembly composition.

.2 Cover all wind scoured corners of the roof section with a layer of Burmastic AF


adhesive. Re-cover areas with pea gravel over to of the Burmastic AF.

.3 Provide additional two (2) screws per sheet along the perimeter metal counterflashing. Remove incorrect screws in place and replace.

.4 Install new FRP guard rail around the existing roof hatch.

.2 ROOF SECTION – B .1 Remove all moss from the roof surface

where present. .2 Cover all areas of exposed felt with

Burmastic AF adhesive and re-apply pea gravel.

.3 ROOF SECTION - C .1 Install new drain screen to existing drain.

.4 ROOF SECTION - D

.1 Remove/replace isolated areas of wet insulation/roof membrane (@ 152 square feet in size) to match the existing roof assembly. Refer to attached detailed drawing showing roof assembly composition.

.2 Remove all vegetation on the roof surface where present.

.3 Increase the height of the roof Curb at the ventilation unit to ensure the unit is a minimum of 18 inches above the roof surface. Flash roof with Elastomeric Sheeting & Sheeting Bond.

.4 Repair all areas of deteriorated caulking along the wall flashing.

.5 ROOF SECTION – E .1 Cover all areas of exposed felt in wind

scoured corners with Burmastic AF adhesive. Re-cover areas with pea gravel.

.2 Re-caulk all areas of the wall flashing where deteriorated caulk is found.

.3 Ensure all CSA Approved safety guard rails or fall protection are set in place prior to commencing any work















.2 Review shop drawings, product data, samples,


and other submittals. Submit to Consultant, notification of any observed discrepancies or problems anticipated due to non-conformance with Contract Documents.


















***END OF SECTION 01 10 00.03***

Mount Allison University Summary of Work Section 01 10 00.04 Miscellaneous Roofing Barclay Building - Roof Section “E & F” Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General





.5 Premises usage.






1.4 Description Of The Work .1 Furnish and install specified roofing and related components to Roof Sections E & F (as per attached drawing) at the Mount Allison University – Barclay Building, Sackville, Brunswick. Contractors to verify own dimensions and roof compositions

.2 PREPARATION


components, flashings, and counterflashings down to the existing vapour barrier.




.4 Install the self-adhered vapour retarder to the decking. Ensure all overlapping seams are sealed. Ensure all openings within the deck around perimeter, penetrations, etc are sealed.






.10 The perimeter edge of the roof will have a layer of Safety Yellow top coat applied. This area will be covering the roof surface for a distance of six (6) feet from the perimeter edge of the roof.


.3 Work of this Contract comprises re-roofing as outlined in Section 07 56 00.13 - Fluid Applied Membrane Roofing.



1.5 Roofing Notes .1 All glazing work required at the wall will be coordinated with the approved contractor noted by the building Owner.


.2 Contract Documents were prepared by the Consultant for the Owner. Any use which a third party makes of the Contract Documents, or any reliance on or decisions to be made based on them, are the responsibility of such third parties. The Consultant and Facility accepts no responsibility for damages, suffered by any third party as a


result of decisions made or actions based on the Contract Documents.
















.8 Repair or replace items damaged by Contractor, Project Manager or Subcontractor on site under


their control. .9 Keep site clean at all times of debris. .10 Dispose of all materials in an approved and

authorized disposal site in accordance to all local and Nova Scotia by-laws.










***END OF SECTION 01 10 00.04***

Mount Allison University Summary of Work Section 01 10 00.05 Miscellaneous Roofing Anchorage House – Roof Section “A” Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General

1.1 Section Includes

.1 Documents and terminology.




.5 Premises usage.






1.4 Description Of The Work .1 Furnish and install specified roofing and related components to Roof Section A (as per attached drawing) at the Mount Allison University – Anchorage House, Sackville, Brunswick. Contractors to verify own dimensions and roof compositions

.2 PREPARATION





.4 Install the self-adhered vapour retarder to


the decking. Ensure all overlapping seams are sealed. Ensure all openings within the deck around perimeter, penetrations, etc are sealed.






.3 Work of this Contract comprises re-roofing as outlined in Section 07 56 00.13 – Fluid Applied Membrane Roofing.



1.5 Roofing Notes .1 A new Bilco roofing hatch will be installed in the area of the roof entrance.

.2 A new Fibregrate FRP guard rail will be installed around the new roof hatch.




1.8 Work Sequence .1 Coordinate Progress Schedule with Facility during


construction.



























***END OF SECTION 01 10 00.05***

Mount Allison University Insurance Section 00 11 01 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


.1 INSURANCE - GENERAL

.1 The Contractor shall obtain and maintain policies of insurance covering certain risks arising from the Project.

.2 The Contractor shall pay all premiums for this insurance and shall include the cost of such insurance in the Contract Price.

.3 The existence of any insurance provided by the Owner shall not in any way limit the obligations of the Contractor pursuant to the Contract Documents.

.4 It is the responsibility of the Contractor to promptly submit any documentation of insurance required by the Contract Documents.

.2 INSURANCE PROVIDED BY THE CONTRACTOR

.1 Comprehensive General Liability Insurance: .1 The Contractor shall obtain at his own expense, coverage in the amount of Five Million

Dollars ($5,000,000.00) inclusive per occurrence against bodily injury (including death at anytime resulting there from), personal injury, and property damage (including loss of use thereof) sustained by any person or persons occasioned by an occurrence or accident arising out of any operations in connection with the Contract. Such insurance shall be maintained throughout the project during which the Contractor is associated with the Project. This policy shall name the Owner as an additional insured. If the Contractor retains any Subcontractor, the Contractor shall ensure that its Subcontractors carry such insurance as well.

.2 Coverages shall include written contractual liability, contractor’s protective liability, products liability, completed operations liability, contingent employers liability, cross liability, non-owned automobile liability, and employees as additional insureds.

.3 The completed operations liability coverage will remain in effect for a period of 24 months after final acceptance of the Work by the Owner.

.2 Owned or Non-owned Automobile Liability Insurance .1 The Contractor shall not own, use or operate any motor vehicle in connection with the

Project unless he has first obtained, at his own expense, such insurance as will protect him against liability for loss or damage including liability for bodily injury or death.

.2 The Contractor’s insurance shall be in an amount of not less than Two Million Dollars ($2,000,000.00) inclusive limits for each loss. Some insurance shall be maintained throughout the period during which the Contractor owns, uses or operates such motor vehicles in connection with the Project. If the Contractor retains any Subcontractor, the Contractor shall ensure that its Subcontractors carry such insurance as well.

.3 The Owner reserves the right to require the Contractor to carry limits in excess of Two Million Dollars ($2,000,000.00) inclusive where, in the sole opinion of the Owner, such limits are warranted or necessary.

.3 Owned or Non-owned Aircraft and Owned or Non-owned Watercraft Insurance: .1 The Contractor shall not own, use or operate any aircraft or watercraft in connection with

the Project unless he has first obtained, at his own expense, such insurance as will protect him against liability for loss or damage including liability for bodily injury or death.

.2 The Contractor’s insurance shall be in an amount of not less than Ten Million Dollars ($10,000,000.00) inclusive limits for each loss. Such insurance shall be maintained throughout the period during which the Contractor owns, uses or operates such aircraft or watercraft in connection with the Project. If the Contractor retains any Subcontractor, the Contractor shall ensure that its Subcontractors carry such insurance as well.

Mount Allison University Insurance Section 00 11 01 Miscellaneous Roofing Project Page 2 Project # MISC-20-06 June 09, 2020


.3 The Owner reserves the right to require the Contractor to carry limits in excess of Ten Million Dollars ($10,000,000.00) inclusive where, in the sole opinion of the Owner, such limits are warranted or necessary.

.4 Professional Liability Insurance .1 The Contractor shall ensure that each Consultant Engineer and other professional who

has a professional liability exposure and who is engaged by the Contractor or its Subcontractors in the performance of the Work shall carry insurance against his professional errors and omissions in an amount not less than Two Million Dollars ($2,000,000.00). Such insurance shall continue for at least twenty-four (24) months following Total Performance of the Work.

.5 The Contractor shall be responsible to obtain, at his own expense, insurance against loss or damage to the equipment he requires on the Project.

.6 The Contractor must provide, at his own expense, any additional insurance which is required by law or which he considers necessary.

.1 Certificates evidencing the required insurances obtained by the Contractor must be submitted, in form and substance acceptable to the Owner or his nominee, to the Owner immediately upon award of Contract.

.2 At the request of the Owner, certified true copies of all required policies shall be promptly submitted to the Owner or his nominee.

.3 Each such policy must be endorsed to provide the Owner with 30 days advance written notice of material change or cancellation.

.4 The Contractor must provide the Owner with 30 days advance written notice of material change, cancellation or intent to lapse any such policy.

.5 The acceptance of any such policy by the Owner will in no way relieve the Contractor of his obligations to provide, or to cause his Subcontractors to provide, the insurance herein referred to, nor shall the existence of any such insurance be deemed to limit in any way the obligations of the Contractor herein.

.3 PROTECTION OF WORK AND PROPERTY

.1 The Contractor shall protect the Work, the Owner’s property and other properties on or adjacent to the Place of Work from damage and without limiting the generality of the foregoing the Contractor shall be liable to the Owner for any loss, or damage to the property of the Owner to the extent that such loss or damage arises or results from, directly or indirectly, the Contractor’s performance of his obligations under the Contract or by reason of any matter or thing done, permitted or omitted to be done by the Contractor, his Subcontractors, their employees, servants or agents whether occasioned by negligence or otherwise. This liability shall survive termination of this Contract.

.2 The Owner may withhold from any payment due to the Contractor such sums that the Owner may deem reasonably sufficient to cover claims by the Owner.

.3 As time is of the essence and to avoid delay to the project, the successful bidder shall immediately, upon receipt of Purchase Order proceed with the preparation of shop drawings and procurement of materials and equipment and identify “Critical Path” deliveries and mark-up all shop drawing submittals accordingly.


Mount Allison University Invitation to Tender Section 00 11 16 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


INVITATION TO TENDER Sealed tenders will be received from Qualified Roofing Contractors at the office of the Mount Allison University, Department of Financial Services, Room 310, Centennial Hall, 65 York Street, Sackville, New Brunswick, E4L 1E4, until 4:00:00p.m., Thursday, July 9, 2020 for the following project.

MISC-20-06 – Miscellaneous Roofing Project

Mount Allison University Sackville, NB

Work under this contract includes all materials, equipment and labor necessary to complete the work indicated on the drawings, described in specifications and/or addenda or reasonably inferred. The project includes miscellaneous roof repairs and roof replacements on the Mount Allison campus. Contractors must adhere to provincial and university Covid-19 procedures and guidelines and will be required to submit MTA Covid-19 Authorization Form to obtain access to the campus. All bidders are advised that, due to Covid-19 restrictions, site visit will be by request only during week of Monday June 22 through Friday June 26, 2020 by contacting Mark Payne @ 506-364-7444. The University requires that Pre-Qualification Documents for all Contractors be submitted directly to Mount Allison prior to bid award. Please note that ALL sub-contractors will be required to qualify prior to starting any work for General Contractor. The University uses its pre-qualification process to assess a firm’s experience, ability and capacity to perform the projects of the scope advertised. Pre-Qualification Documents are available by logging on to the Mount Allison University web site at: http://www.mta.ca/administration/financial/open_tenders.html Complete 1) Certification Form and

2) Contractor Data Form. Submit these forms by facsimile to (506) 364-2216 or by email to: [email protected].

The University cautions bidders that an award will not be issued to a bidder that has not submitted pre-qualification documents, or, issue an award to a bidder whose pre-qualification documents cause doubt related to the bidder’s ability and capacity to perform the scope of work being tendered. Tenders submitted by Contractors must be accompanied by a Bid Bond or Certified Cheque in the amount of 10% of the total bid price. The lowest or any Tender, not necessarily accepted and as further described in Instructions to Bidders Section 00 21 13 Article 1.15.

Mount Allison University Invitation to Tender Section 00 11 16 Miscellaneous Roofing Project Page 2 Project # MISC-20-06 June 09, 2020


APPENDIX “A”

Receipt Confirmation – Invitation to Tender MISC-20-06 Miscellaneous Roofing Project

Please complete this form and email IMMEDIATELY to: Financial Services Mount Allison University Attention: Ms. Ruth Terrio [email protected] Failure to return this form may result in a termination of communication regarding this Invitation to Tender. COMPANY NAME: __________________________________________________________________ ADDRESS: ___________________________________________________________________________

CITY: _____________________ PROVINCE: _________ POSTAL CODE: ___________________ CONTACT PERSON: _____________________________________________________________________________________

PHONE NO: ____________________ FAX NO: ____________________

EMAIL ADDRESS: _____________________________________________________________________

I have received a copy of the above noted Invitation to Tender and hereby advise the following:

□ Yes, I will be responding to this Invitation to Tender. I authorize Mount Allison University Financial Services to send further correspondence that it deems to be of an urgent nature by the following method:

□ Email PDF attachment file SIGNATURE: __________________________________________ TITLE: ________________________________________

Mount Allison University Instructions to Bidders Section 00 21 13 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


1.1 BID SUBMISSION

.1 Sealed Bids addressed to: Mount Allison University Financial Services Department Centennial Hall, Room 310 65 York Street Sackville, NB E4L 1E4 Attn: Ruth Terrio, Manager Procurement Services

Fax: 506-364-2216 Envelope Identification: MISC-20-06 – Miscellaneous Roofing Project Closing Date: Thursday, July 09, 2020 at 4:00:00 p.m.

1.2 BID DOCUMENTS

.1 Electronic copies of the drawings and specifications prepared by the Consultant, Tremco Roofing, Tony Husk, [email protected]

1.3 PROJECT DESCRIPTION

.1 Work under this contract includes all materials, equipment and labor necessary to complete the work indicated on the drawings, described in specifications and/or addenda or reasonably inferred. The project includes patching/repairing of existing ventilation system ductwork, re-balancing of grilles/diffusers throughout and Heat Recovery Ventilator, addition of several grilles/diffusers where indicated, and the addition of several air conditioning units.

1.4 CONSTRUCTION CONTRACT

.1 The successful contractor will enter into a contract with Mount Allison University as per agreement.

1.5 EXAMINATION OF DOCUMENTS AND SITE

.1 Bidders must familiarize themselves with the requirements of the contract documents before submitting their bid. No consideration will be given to the Contractor for his failure to comply with requirements of the contract documents.

All bidders are advised that, due to Covid-19 restrictions, site visit will be by request only during week of Monday June 22 through Friday June 26, 2020 by contacting Mark Payne @ 506-364-7444.

Each bidder in a bid represents that: .1 The bidder has read and understands the Contract Documents and the bid is made in accordance herewith. .2 The bidder has visited the site and has familiarized himself with all conditions herein and has taken into consideration all such conditions that may affect his work. .3 The bid is based upon the materials, systems and plant described in the Contract Documents without exception. .4 The bidder has familiarized himself with the proposed sequence of the various packages



of work. .5 The bidder has familiarized himself with all drawings and specifications made available for

his viewing relating to this and other components of the project.

.2 Should a bidder find discrepancies or ambiguities in, or omissions from the drawings or specifications, or should he or she be in doubt as to their meaning, the Contractor shall notify the Consultant, at once, and if necessary, the Consultant will distribute an Addendum, numbered and dated, clarifying any points in question. Instructions, when issued to the Bidder, shall be incorporated and become part of the Contract Specification. In the event no such notice is given, the Contractor will be held responsible for the results of any such error or omission and the cost of rectifying the same.

.3 All items that are removed and deemed reusable by the Owner shall remain the property of Mount Allison University. The Owner will make arrangements for disposition. All materials not wanted by the University will become the property of the Contractor and shall be removed from the campus by the Contractor.

1.6 PROJECT MANUAL

.1 Sections of the Specification are numbered in conformance with the Master List of Section Titles and Numbers published jointly by Construction Specifications Canada and the Construction Specifications Institute (U.S.A.). Sections are arranged in the new 6-digit number format.

.2 Sections are written as units of the Work which have been assigned numbers in conformance with the CSC/CSI system. They are arranged in sequence for this Manual.

.3 Sections are not intended to identify absolute contractual limitations between Subcontractors, nor between the Trade Contractor and his Subcontractors. The Contractor shall organize division of labour and supply materials essential to complete the Work in all its parts.

.4 Wherever in the Contract Documents the words “approval”, “approved”, “direction”, “directed”, “selection”, “selected”, “request”, “requested”, “report”, and similar words are used, such approvals, directions, selections, requests and reports shall be given by the Architect/Consulting Engineer unless specifically stated otherwise.

.5 Wherever in the Contract Documents the word “provide” is used in any form it shall mean that the Work concerned shall include both supply and installation of the products required for completion of that part of the Work.

.6 Wherever in the Project Specification it is specified that Work is to proceed or to meet approval, direction, selection, or request of jurisdictional authorities or others, such approval, direction, selection or request shall be in writing.

1.7 COMMUNICATIONS

.1 All matters relating to the execution of this contract shall be directed through the Consultant.

.2 No contract shall be made between those biding and the Owner during the time of bidding.

.3 If bidders should have any queries or require any interpretations of the Contract Documents, such queries and requests shall be submitted to the Consultant, in writing, at least ten (10) days prior to the bid closing date. In order that all bidders may be acquainted with the additional information and answers will be confirmed by addenda dated and numbered. The addenda will be issued to all qualified contractors known to be bidding.

.4 Addenda: .1 The Consultant will review questions and where the information sought is not clearly indicated or specified, a clarifying addendum will be distributed by the Consultant. .2 All addenda issued will become part of the Contract Documents. .3 Neither the Owner nor the Consultant will be responsible for oral directives.



.4 The Contractor shall ascertain prior to submitting his bid that he has received all issued addenda, and shall acknowledge their receipt where indicated on the Bid Form.

1.8 SECURITY FOR TENDER

.1 Each bidder shall submit with his bid either, .1 A Bid Bond from a recognized Surety Company licensed to do business in the Province of

New Brunswick in the amount of ten per cent (10%) of the Bid, and Agreement to Bond in the form of a letter from a recognized Surety Company licensed to do business in the Province of New Brunswick, both issued in favour of Mount Allison University, or

.2 A Certified Cheque from a recognized Canadian Chartered Bank in the amount of ten per cent (10%) of the bid amount, made payable to Mount Allison University.

1.9 SECURITY FOR CONTRACT

.1 In case Bidder submitted Bid Cheque as security: .1 Bid Cheque from a recognized Canadian Chartered Bank in the amount of 10% of the Bid

Amount will be retained until issuance of Substantial Performance Certificate, and .2 Statutory Holdback of fifteen percent (15%) will be retained as per regulations of the province of New Brunswick to be released 60 days from issuance of Substantial Performance Certificate, and .3 Deficiency holdback of at least five percent (5%) of final contract value will be retained at

time of submission of Request for Substantial Performance Inspection form to be held in full until issuance of Total Performance Certificate. Actual value to be determined at time of Substantial Performance Inspection.

.2 In case Bidder submitted Bid Bond as security: .1 Provide within ten (10) working days Performance Bond and Labour and Materials Payment Bond each in the amount of fifty percent (50%) of the tender price, and .2 Statutory Holdback of fifteen percent (15%) will be retained as per regulations of the province of New Brunswick to be released 60 days from issuance of Substantial Completion Certificate, and .3 Deficiency holdback of at least five percent (5%) of final contract value will be retained at

time of submission of Request for Substantial Performance Inspection form to be held in full until issuance of Total Completion Certificate. Actual value to be determined at time of Substantial Performance Inspection.

1.10 BIDS

.1 The Contractor’s bid shall be a stipulated sum without qualifications and include all the requirements of the conditions of contract, summary of work, instructions to bidders, specifications, drawings and addenda.

.2 Bids shall be submitted in duplicate on the Bid Forms enclosed, fully completed, signed and sealed by an authorized officer of the bidders’ organization. Bids shall be completed without deletions, alterations or erasures.

1.11 DELIVERY OF TENDER – TIME OF CLOSING .1 Bids and Security requirements will be submitted in plain, sealed envelopes, clearly endorsed on the

outside as to contents showing project description and project number. .2 Bids shall be delivered prior to the specified time for closing to:



Mount Allison University Financial Services Department Centennial Hall, Room 310 65 York Street

Sackville, NB E4L 1E4 Attn: Ruth Terrio, Manager Procurement Services Fax: 506-364-2216

Envelope Identification: MISC-20-06 – Miscellaneous Roofing Project

.3 Bids submitted by fax shall not be acceptable; however, faxed revisions to the bid shall be accepted prior to the specified closing date to the fax number listed above.

.4 The Owner may extend the closing time for any reason and, in that event, shall advise by written addendum all Bidders.

.5 Bids received after the specified closing time for bids shall be returned unopened to the Bidder.

1.12 TAXES .1 The Contractor is to submit bid with the HST shown separately.

1.13 TENDER REVISION .1 Bidders are instructed that:

.1 A Tender Form already delivered to the Owner may be revised in the manner described in .2 of this clause, and that revision(s) are to be received by the Owner at the address

given in the Invitation to Tender prior to the time and date specified herein for the closing of Tenders.

.2 Revisions to the Bid shall be accepted prior to the specified closing date to the fax number listed above. .3 Only the Bidder’s entries on the Tender Form may be changed.

1.14 TENDER OPENING 1. Unless otherwise stipulated by the Owner in this Invitation to Tender, Tenders will be opened

privately.

1.15 ACCEPTANCE .1 The lowest or any Tender will not necessarily be accepted. .2 The Owner may elect to disqualify any Tenders which contain qualifying conditions or fail to conform

to these instructions to bidders. .3 For the purposes of evaluation of Tenders and selection of the Bidder to whom the Contract is

awarded, the Owner will not be limited to consideration only of the Total Amount of Tender. The Owner may take into account unit prices, alternate prices and separate prices and anticipated or potential costs associated with the Contract or the Tender of any Bidder. The Owner may accept or reject any of the alternate prices or separate prices called for in the Tender. The Owner may apply other reasonable criteria which may include: .1 Ongoing operation and maintenance costs, impact on other operations, and disruptions .2 Conformity of the Tender to requirements set forth in this Tender. .3 The Bidder’s understanding of the Work.



.4 The Bidder’s commitment to completion of the Work within the indicated schedule. .5 The overall best value to the Owner and best prospect for successful satisfactory

completion of the Project, and .6 Other criteria and factors reasonably considered by the Owner to be relevant.

.4 Owner may elect to negotiate with one or more bidders and ultimately enter into Contract upon the same or different terms and conditions as contemplated by the request for proposal or bid call to maintain budget, schedule or otherwise suits its best interest.

.5 Owner reserves the unqualified right to reject all bids or accept any bid which it considers to be in its best interests in order to maintain budget, construction schedule or other deciding factors of the Owner. Project is contingent on budget approval. No contract shall exist until budget has been approved.

.6 Each Bidder, by submitting a Tender, accepts all of the conditions and stipulations set out herein, and acknowledges and agrees that the Owner will have no liability or obligation to any Bidder except only the party, if any, awarded the Contract by the Owner, and agrees that, if not awarded the Contract, then, whether or not any express or implied obligation has been discharged by the

Owner, the Owner shall be fully and forever released and discharged of all liability and obligation in connection with the Invitation to Tender and all related matters, and all actions and procedures which preceded.

.7 This process does not constitute an offer by the Owner. No contract results from the issuance of the Invitation to Tender or receipt of Tenders, except only with the Bidder, if any, whose bid is accepted by the Owner. The Owner reserves the right to accept any bid that the Owner considers to be most beneficial and advantageous to the Owner, and reserves the right to reject any or all

bids. The Owner may accept a non-compliant bid. The owner may waive, regardless of severity, any non-conformity, non-compliance, irregularity of error. The Owner may seek a clarification or confirmation from any one or more Bidders, and may give any Bidder an opportunity to correct its

Tender or to cure, regardless of severity, any non conformity, non compliance, irregularity or error to its Tender. The Owner may at any time elect to request re-submission, and may undertake the entire process over again, in the same or an altered format, and with the same or different participants. The Owner may engage in discussions with one or more parties, as the Owner sees fit,

to explore ways to alter, refine or improve the Contract or the Work of the Project, or the ultimate arrangement or agreement, for the benefit of the Owner, and to negotiate and finalize an

agreement based on such discussions, and the Owner will not be obligated to offer any altered or modified terms to any other party including other Bidders.

.8 In the event only one Tender is received, the Owner reserves the right to open the Tender and not accept it if the tendered amount exceeds the Consultant’s estimate.

.9 The Bidder agrees that its Tender shall be valid and subject to acceptance by Owner without adjustment for a period up to and including sixty (60) days from date of closing bids even if the Tender is non-compliant or contains irregularities.

.10 The Owner may, at its sole discretion, accept an alternate proposal/bid submitted by any person or firm in order to maintain budget, schedule or otherwise its best interest.

1.16 POST-TENDER NEGOTIATIONS – CHANGES IN THE WORK .1 The Owner may before contract award negotiate changes in the scope of work with the leading

Bidder including terms which are not set out in the instructions to Bidders in accordance with the following: .1 Negotiations shall commence with the leading Bidder and between it and its named

Subcontractors and suppliers. .2 If the negotiations with the leading Bidder do not produce a price or terms acceptable to

the Owner, the Owner will be entitled to reject the tender from the leading Bidder and commence negotiations with the next ranking Bidder and between it and its named Subcontractors and Suppliers, and if Agreement is reached with the next ranking bidder,



the Owner will be entitled to award the Contract to the next ranking Bidder. .3 At any time before contract award, the Owner will be entitled to reject all Tenders and

cancel the Invitation for Tenders or request re-submission from all Bidders.

1.17 NOTICE OF AWARD .1 A Tender is deemed to be accepted by the Owner upon receipt by the successful Bidder of a written

notice of acceptance in the form of a Purchase Order, or a “Letter of Intent”. .2 The Bidder agrees to acknowledge receipt of the acceptance, by returning a signed copy

within three (3) working days.

1.18 SCHEDULE OF VALUES .1 Within ten (10) Working Days of the contract award by the Owner, the successful bidder shall

complete and submit a proposed Schedule of Values for approval by the Consultant. .2 The Owner reserves the right to require that all or any one or more Bidders submit, prior to contract award, a preliminary version of the proposed Schedule of Values, breaking down the “Total Amount

of Tender” as may be required by the Owner. Bidders are instructed that this preliminary version of the Schedule of Values is to agree with the Total Lump Sum Price submitted in the Bid Form.

1.19 CONSTRUCTION SCHEDULE .1 Within ten (10) Working Days of the contract award by the Owner, the successful bidder shall

complete and submit a proposed Construction Schedule for approval by the Consultant. .2 The Owner reserves the right to require that all or any one or more Bidders submit, prior to contract

award, submit a preliminary version of the proposed Construction Schedule with details as may be prescribed by the Owner. Bidders are instructed that this preliminary version of the Construction

Schedule is to agree with the dates of the Substantial Performance and Total Performance dates set out in the Tender.

1.20 COMMENCEMENT OF WORK

.1 Submission of bid constitutes bidder’s agreement to commence work promptly and to execute the

work without interruption until completion. Work to commence Monday July 13, 2020 or shortly thereafter so as to be certifiable by the Consultant as having attained Substantial Performance on or before Friday August 28, 2020.

.2 Bidders shall ensure before submitting bid that adequate supplies of materials are available for commencement of work and continuous operations.

.3 As time is of the essence and to avoid delay to the project, the successful bidder shall immediately, upon receipt of Purchase Order proceed with the preparation of shop drawings and procurement of materials and equipment and identify “Critical Path” deliveries and mark-up all shop drawing submittals accordingly.


Mount Allison University Bid Form Section 00 41 13 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Bid Form LUMP SUM Project# MISC-20-06 – Miscellaneous Roof Project Mount Allison University

Bid Submitted by:

Name of Firm:

Address:

Phone and Cell #’s:

Fax #:

Contact Name:

E-mail Address:

Date:

To: Mount Allison University Financial Services Department Centennial Hall, Room 310 65 York Street Sackville, NB E4L 1E4 Attn: Ruth Terrio, Manager Procurement Services Fax: 506-364-2216

1. Instructions to Bidders 2. Construction Contract Documents, Project Manual 3. Specifications 4. Drawings 5. Schedules 6. All Addenda issued

The undersigned Bidder further agrees to provide all necessary equipment, tools, labour, incidentals and other means of construction to do all the Work and furnish all materials of the specified requirements which are necessary to complete the work in accordance with the contract and agrees to accept, therefore, as payment in full including all prime costs, allowances, (HST excluded) including all necessary trade permits, in accordance with above itemized documents for the total stipulated sum(s) of:



Please note that the Owner reserves the right to either award contract based on accepting any combination of lowest individual Lump Sum Prices (1) through (5) Or Lump Sum Price (6) for ALL 5 Roofs combined. LUMP SUM PRICE #1 All Work associated with Wallace McCain Student Centre Building Roof as described in drawings, contract documents and specifications – Owner reserves the right to delete any building(s) from the project depending on budget constraints or to award buildings separately based on lowest tender for Lump Sum Price #1:

Dollar Amount - Write out in Full

Total $ Figures

$

Dollars .00 (HST excluded)

HST @ 15%

$

Total

$

LUMP SUM PRICE #2 All Work associated with Edwards House Building Roof as described in drawings, contract documents and specifications – Owner reserves the right to delete any building(s) from the project depending on budget constraints or to award buildings separately based on lowest tender for Lump Sum Price #2:


Total $ Figures

$


HST @ 15%

$

Total

$

LUMP SUM PRICE #3 All Work associated with Convocation Hall Roof as described in drawings, contract documents and specifications– Owner reserves the right to delete any building(s) from the project depending on budget constraints or to award buildings separately based on lowest tender for Lump Sum Price #3:




Total $ Figures

$


HST @ 15%

$

Total

$

LUMP SUM PRICE #4 All Work associated with Barclay Building Roof as described in drawings, contract documents and specifications – Owner reserves the right to delete any building(s) from the project depending on budget constraints or to award buildings separately based on lowest tender for Lump Sum Price #4:


Total $ Figures

$


HST @ 15%

$

Total

$

LUMP SUM PRICE #5 All Work associated with Anchorage House Roof as described in drawings, contract documents and specifications – Owner reserves the right to delete any building(s) from the project depending on budget constraints or to award buildings separately based on lowest tender for Lump Sum Price #5:


Total $ Figures

$


HST @ 15%

$

Total

$



LUMP SUM PRICE #6 All Work associated with Wallace McCain Student Centre, Edwards House, Convocation Hall, Barclay Building and Anchorage House Roofs as described in scope of work items detailed in Section 00 11 00 and all Contract Drawings Owner reserves the right to award project based on lowest combined tender for all 5 buildings itemized below:

Total $ Figures

Total $ Figures

(a) Wallace McCain Student Centre – Roof Section “G” (00 11 00.01)

$

(b) Edwards House – Roof Section “A” 00 (11 00.02)

$

(c) Convocation Hall – Roof Section “A & D” (00 11 00.03)

$

(d) Barclay Building – Roof Section “E & F” (00 11 00.04)

$

(e) Anchorage House – Roof Section “A” (00 11 00.05)

$

$

(f) Total Contract Sum of Breakdown Above: (a+b+c+d+e)

Dollar Amount - Write out (f) in Full Below:

_____________________________________________________________________

_____________________________________________________________________

_____________________________________________________________________


(g) HST @ 15%

$

Total: (f+g)

$___________________

The undersigned Bidder hereby agrees not to revoke this Bid until:

a) Owner has entered into a Contract with another Contractor for the performance of the Work, per Paragraph 1.15 Acceptance of Section 00 21 13 - of Instruction to Bidders or,

b) Sixty (60) days after the time fixed in the Instructions to Bidders for receiving Bids is expired, whichever occurs first; provided, however, that the Bidder may revoke his Bid at any time before the time fixed in the Instructions to Bidders for receipt of Bids has expired, upon receipt by Owner from the Bidder of written notice of such revocation before said time has expired.



SECURITY FOR TENDER Each bidder shall submit with his bid either, .1 A Bid Bond from a recognized Surety Company licensed to do business in the Province of New Brunswick in

the amount of ten per cent (10%) of the Bid, and Agreement to Bond in the form of a letter from a recognized Surety Company licensed to do business in the Province of New Brunswick, both issued in favour of Mount Allison University, or

.2 A Certified Cheque from a recognized Canadian Chartered Bank in the amount of ten per cent (10%) of the bid amount, made payable to Mount Allison University.

COMPLETION DATE: If this Bid is accepted, we shall complete the Work Bid in (Provide the total number of weeks required from date of Contract award until Substantial Performance in table below) weeks and as per the Project Schedule.

Substantial Performance Date

Weeks until Substantial Performance from issuance of PO

LIST OF SUBCONTRACTORS AND SUPPLIERS:

Division

Subcontractor

Contact

ADDENDA We hereby acknowledge receipt of the following Addenda

Addendum No.

Dated

No. of Pages



The undersigned Bidder declares that his Bid is made without connection with any other person or persons submitting Bids for the same work, and is in all respects, fair and without collusion or fraud Dated this day of 2020

Authorized Signing Officer (Type Full Name)

Title

Registered Company Name

Seal


Mount Allison University General Conditions Section 00 52 13 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 Contract Agreement .1 The Contractor shall be required to carry out all the Work against a Purchase Order issued by Mount Allison

University. The Work shall be subject to the Terms, Conditions and Instructions of the Purchase Order, details of which follow:

Mount Allison University Terms, Conditions and Instructions

TERMS AND CONDITIONS OF PURCHASE ORDER .1 Unless waived or otherwise agreed in writing by Mount Allison University, herein after referred to as the

”Owner”, this Purchase Order and its terms and conditions shall not be altered, amended, varied, or modified. Any inconsistent or additional terms or conditions proposed by the Contractor are hereby rejected and shall not bind the Owner in any way. In the event that the terms and conditions of this Purchase Order are in conflict with, or differ from, the Supplier’s terms and conditions, the terms and conditions of the Purchase Order shall prevail.

.2 All documents, information, specifications, blueprints, tracings or attachments provided by the Owner and

pertaining to this Purchase Order must be treated in strict confidence by the Contractor and must not be transmitted to, or discussed with, a third party, nor reproductions made thereof, without prior written authorization of the University.

.3 Unless otherwise specified, all shipments shall be delivered FOB destination, offloaded and installed (where

specified), freight prepaid. It is the Contractor’s responsibility to arrange full and complete protection of all shipments to the Owner. No additional charges of any kind, including charges related to boxing, packaging or cartage will be allowed unless specifically agreed to in writing by the Owner. All packaging must adequately protect the goods given their specific nature. The Contractor shall ensure that the Owner’s property is kept clean of any rubbish or surplus materials resulting from the supply of goods or services. Title to goods, and the risk of loss or damage to such goods, shall transfer from Supplier to Owner upon delivery of goods to, and acceptance of them by the Owner.

.4 The Contractor guarantees that goods and services will be delivered in accordance with the specification,

drawing, sample or quotation referenced or attached hereto, and agrees that this guarantee shall survive acceptance of goods or services by the Owner. Goods or services delivered which are not in accordance with this condition may be returned to the Contractor, or rectified by the Contractor, at the Contractor’s expense, at the option of the Owner.

.5 In the event of the Contractor’s failure to deliver as and when specified, the Owner may cancel this Purchase

Order in whole or in part without prejudice to other rights and remedies and may return part or all of any shipment at the Contractor’s expense.

.6 Payments will be made in Canadian funds unless otherwise stated on this Purchase Order. The dates and

amounts of cash discounts, if any, shall be established by receipt of correct invoice or correct material according to the terms of the Purchase Order, whichever is later.

.7 Where applicable, the Owner may withhold any and all payments due under this Purchase Order until the

Contractor furnishes a Statutory Declaration as provided by a Notary Public, stating that all invoices for labour and material provided to the Supplier on this Purchase Order have been paid in full.



.8 Regardless of payment, all goods and services shall be subject to inspection and approval by the Owner

without limitation as to time. The Owner may reject the goods and/or services, in whole or in part, and/or terminate the Purchase Order if, in the opinion of the Owner, the goods and/or services, in whole or in part, are unsatisfactory, non-conforming to the Purchase Order specifications, or if the Contractor has breached any terms or conditions of this Purchase Order. 8.1 In the case of rejected goods, the Owner may either return the goods to the Contractor at the

Contractor’s risk and expense, or, advise the Contractor to remove the rejected goods, at the Contractor’s risk and expense, whereupon any responsibility of the Owner with respect to the rejected goods shall absolutely cease.

8.2 In the case of rejected services, the Owner may either require the Contractor to re-perform the services at the Contractor’s expense or terminate the Purchase Order without payment and obtain services from another source at the Contractor’s expense.

.9 In addition to the Owner’s rights at law and any Contractor’s warranties, and regardless of payment, the Contractor shall, at its own expense, replace any goods or parts thereof or redo any services which become defective or unusable as a result of faulty manufacture, design, material or workmanship for a minimum period of one (1) year (unless otherwise specified) from: 9.1 The date of Substantial Performance of work and/or materials in the event such goods and services

are purchased for the Owner’s use; or 9.2 The date of the acceptance by the Owner of the entire project for the purposes of which the Owner

ordered the goods and services covered by this Purchase Order. 9.3 Specific warranties relating to goods or equipment shall survive this clause. The Contractor warrants

that the goods or services covered by this Purchase Order are fit and safe for the purpose or use for which they are intended.

.10 The Contractor warrants and agrees that it has complied, and will continue to comply, with all applicable Workers’ Compensation and Employment Insurance Laws in the Province of New Brunswick, and all other applicable laws, code, regulations, rules and orders. The Contractor agrees to indemnify the Owner and save the Owner harmless if the Supplier fails to comply with the foregoing and, in the event of such failure, the Owner may cancel this Purchase Order without penalty. The Contractor further warrants that the prices set forth in this agreement are valid under all pertinent laws, orders and regulations.

.11 Where work is performed on Owner’s premises, or is performed at other premises on behalf of the Owner, the

Contractor may be required to provide proof satisfactory to the Owner that the Contractor has valid subsisting public liability and property damage insurance, and owned and non-owned automobile insurance, showing the types of coverage, and the amounts and the effective dates of the insurances, which shall not be less that $2,000,000.00 (two million dollars) combined limit each accident or occurrence for bodily injury and property damage inclusive limits. Where the work to be performed warrants it, the Owner may require that the Contractor’s liability insurance include the Owner as an Insured with respect to work performed by, or on behalf of, the Contractor.

.12 Dangerous goods shall be shipped in compliance with all applicable environmental laws, rules, regulations

and procedures. For all goods or materials subject to Workplace Hazardous Materials Information System (WHIMS) legislation, Material Safety Data Sheets shall comply with the goods, and all applicable packaging shall bear the appropriate WHIMS labels.

.13 The Contractor agrees to indemnify and hold harmless, the Owner, its Board of Regents, Senate, students,

employees, servants and/or agents from and against all loss or expense by reason of the liability imposed by law upon the Owner, its Board of Regents, Senate, students, employees, servants and/or agents, for damage, injury or expense because of bodily injury, including death, at any time resulting from, or sustained by any person or persons, or on account of damage to property, including loss of use thereof, arising out of or in



consequence of the performance of this Purchase Order due to neglect or wrongful acts or omissions of the Supplier. Contractor further agrees to indemnify and hold harmless the Owner, its Board of Regents, Senate, students, employees, servants and/or agents from all claims, demands, losses, costs, damages, actions, suits, or proceedings initiated by third parties arising from the negligence or wrongful acts or omissions of the Supplier, its employees and other persons for whom the Contractor is in law responsible.

.14 The Contractor shall pay all royalties and patent license fees required for the performance of

this Purchase Order, and at the Contractor’s own expense, defend all suits and proceedings against the Owner and indemnify the Owner against any award of damages, demands, losses, charges or

costs made against the Owner if such proceedings are based on any claim that any of the products or services supplied, constitute an infringement of a patent by the Contractor. If any of the goods or services constitutes an infringement of patent and its use is enjoyed, the Contractor shall, at the Contractor’s own expense, procure for the Owner, the right to continue using the product or service, replace or modify the product or service so it becomes non-infringing and meets the needs of the Owner, or pay the Owner for the loss of use of the product or service.

.15 It is the responsibility of the Contractor to ensure that no representative of the Contractor will extend

entertainment, gifts, gratuities, discounts or special services, regardless of value, to an employee of the Owner, or any member of the Owner Board of Regents, Senate or Faculty or Departments. The Contractor shall report to the Manager of Purchasing any attempts to obtain such favours. Further, the Contractor shall disclose if any Owner employee is involved with the Supplier’s company in any way.

.16 Fire, flood, explosion, strikes, lock-out, epidemic, accident, shortage of transportation, or other causes, beyond

the reasonable control of the Owner or Contractor, which prevent the Supplier from delivering or the Owner from receiving and/or using any items covered by this Purchase Oder shall operate to suspend deliveries during the period required to remove such cause, subject, however, to the Owner’s right to cancel any such delayed order.

.17 The Contractor shall not assign or sub-contract its interest in this Purchase Order without prior written consent

of the Owner. The Terms and Conditions of this Purchase Order shall survive any assignment, and shall not relieve the Contractor of its contractual obligations.

.18 The law applicable to this Purchase Order shall be the law of the Province of the Owner, an appeal to the

Supreme Court of Canada excepted. The agreement between the parties shall be binding upon them and their successors, executors and administrators.

.19 Time shall be of the essence in the performance of this Purchase Order. TERMS AND CONDITIONS OF BIDDING Tender Submission 1.1 These terms and conditions constitute an integral part of this Invitation to Tender (ITT) and the Contractor

acknowledges acceptance by signing the Tender Summary Form. Tender submissions (Tenders) are to be submitted on the forms provided and/or in the format specified in the Manual. Furthermore, tenders that do not include one signed copy of the Tender Summary Form may be rejected.

1.2 All communication regarding the ITT shall be directed to the Consultant contact named in the ITT. The Owner

will not assume responsibility for verbal instructions or suggestions. Should the Bidder find discrepancies in, or omissions from the specifications, or should the Bidder be in doubt as to the meaning of any part of the ITT, the Bidder shall notify the Consultant, who may issue written addenda to all Bidders.

1.3 The submission of a Tender shall be deemed proof that the Bidder is satisfied as to all provisions of the ITT.



The Owner will not entertain claims based on assertion by the Bidder that it was uninformed or unaware of specifications, terms or conditions.

1.4 All Tenders should be sealed and must be received in writing. Electronic Tenders (e.g. phone, fax, email) will

not be considered unless expressly provided in the ITT document.

1.5 The ITT number and title must appear on all Tenders, including the outer packaging. The Bidder should initial each page of the Tender.

1.6 All Tenders shall be in enough detail to allow the Owner to determine Contractor’s position from the documents

received. The Owner may refuse to consider any Tender that does not include documentation or other information specified in the ITT.

1.7 All materials submitted in response to this ITT shall become the property of the Owner. 1.8 All costs incurred in preparing a Tender, or presenting or elaborating upon a Tender, shall be borne

solely by the Contractor.

1.9 The Owner reserves the right to accept or reject all or any part of a Tender as may be in the best interests of the Owner, and to waive any informality therein. The lowest or any Tender will not necessarily be accepted

Part 2 GENERAL 2.1 The Contractor declares that the Tender submission is not made in connection with any other Bidder

submitting a Tender for the same goods or services and is in all respects fair and without collusion or fraud. 2.2 The Contractor represents that it does not discriminate based upon race, colour, religion, sex, marital status,

age, national origin, or disability. 2.3 It is the responsibility of the Contractor to ensure that no representative extends entertainment, gifts, gratuities,

discounts or special services, regardless of value, to an employee of the Owner, or any member of the Owner Board of Governors, Senate, Faculty or Departments. Bidders shall report to the Manager of Purchasing, any attempt to obtain such favours. Further, Bidders shall disclose if any Owner employee is involved with the Bidder’s company in any way.

2.4 All documents, information, specifications, tracings or attachments provided by the Owner and pertaining to

this ITT remain the property of the Owner and shall be treated in strict confidence by the Bidder. No part of this ITT may be transmitted to, or discussed with a third party, nor reproductions made thereof, without prior written consent of the Owner.

2.5 Bidders are advised that no commitment shall exist under this ITT until such time as the successful Bidder

receives official written notice from the Owner. 2.6 The Owner reserves the right to cancel this Tender Process at any time. In the event of any such cancellation,

the Owner shall not be obligated to pay any costs, damages or claims of any type or kind to any Bidder or potential Bidder.

2.7 The successful Contractor shall agree to all Owner Terms and Conditions of Purchase Order.



APPENDIX ‘A’ TRADE CONDITIONS APPENDIX ‘A’ SUPPLEMENTARY CONDITIONS FORMING PURCHASE ORDER CONTRACT CONTRACTOR CONDITIONS (Where subcontract and/or contract wording conditions exist, it shall mean and apply the same as the Contractor

conditions and/or Contract) 1.0 DEFINITIONS

The following Definitions shall apply to all Contract Documents: .1 The term “As-Built” shall mean the record copy of the Construction Documents as submitted by the

Contractor to the Consultant for review and incorporation into the final electronic project record showing actual detail of the Project after construction and all changes from the original plan.

.2 Bank Rate means the bank rate established by the Bank of Canada as the minimum rate at which the Bank

of Canada makes short term advances to the chartered banks. .3 A Change Order is a written amendment to the Contract issued by the Consultant and signed by the Owner

and the Contractor stating their agreement upon (i) a change in the work, (ii) the method of adjustment or the amount of the adjustment in the Contract Price, if any, (iii) the adjustment in the Contract Time, if any.

.4 The term Construction Documents shall mean the drawings, specifications and any other documents

prepared by the Consultant which the Consultant deems necessary to construct the Project. .5 The term Construction Schedule shall mean the schedule prepared and maintained by the Contractor

showing Project milestones, design, design review, tendering, construction, and other deadlines applicable to the Project.

.6 The term Commissioning Process shall mean a quality-focused process for enhancing the delivery of the

Project. .7 The term Commissioning Authority shall mean the entity identified by the Owner who leads, plans,

schedules, and coordinates the commissioning team to implement the Commissioning Process.

.8 Consultant shall mean the Party to this Agreement who is registered, licensed or otherwise authorized to practice in the place of the Project, and is referred to throughout the Contract Documents as the Consultant, and shall include all of the Consultant’s employees and sub-consultants.

.9 The contract documents form the Contract for Construction. The Contract is the undertaking by the parties

to perform their respective duties, responsibilities and obligations as prescribed in the Contract Documents and represents the entire agreement between the parties. The Contract supersedes all prior negotiations, representations or agreements, either written or oral, including the bidding documents. The Contract may be amended only as provided in the General Conditions of the Contract.

.10 Wherever the word "Contract" or "Contract Documents" is used it is mutually understood to refer to the

"Agreement" between the Owner and Contractor, and the documents listed in Section 00 01 10 List of Documents and Drawings including amendments thereto therein, plus any (a) subsequent written amendments signed by the Owner and the Contractor,



(b) Change Orders, (c) Site Instructions issued, (d) any other document required to be produced hereunder and which these General Conditions specify shall become part of the Contract Documents or the construction contract.

The Contract Documents form the construction contract. Any conflicts between any of the provisions of the Contract Documents shall be resolved by the Owner in its sole reasonable judgment. Contractor agrees to notify Owner in writing of any such conflicts which become known to Contractor.

.11 The Contractor is the person, firm or Corporation identified as such in the Agreement and is referred to

throughout the Contract Documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative to provide labour, materials or equipment or a combination thereof for the execution of the Project. For the purposes of this contract, the term Contractor and Trade Contractor shall be synonymous with each other.

.12 The term Coordination shall mean that the construction drawings and specifications shall be consistent and

in conformance each part with all other parts. .13 A Dispute means a disagreement between the Owner and Contractor arising out of or in connection

with the Contract Documents, or in respect of any defined legal relationship associated with them or derived from them and includes any failure to reach agreement where an agreement is required.

.14 Own Forces: ”Own Forces” may only be named as Subcontractors/Suppliers when the Contractor is equipped

to carry out and normally carries out the Work noted. If Own Forces are named, Work must be carried out by Own Forces and substitution will not be allowed.

.15 The Owner, the University, Mount Allison or MTA is Mount Allison University and is referred to throughout

the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized agent or representative as designated to the Contractor in writing but does not include the Consultant. The Owner will contract directly with the Contractor for the Work.

.16 A Subcontractor is a person, firm or corporation having a direct contract with the Contractor to perform a part

or parts of the Work, or to supply products worked to a special design according to the Contract Documents, but does not include one who merely supplied products not so worked. The term Subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender.

.17 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform any of the Work at the site. The term Sub-subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Sub-subcontractor or an authorized representative thereof.

.18 The Work means the construction and related services required by the Contract Documents, whether

completed or partially completed, and includes all other labour, materials and services provided or to be provided by the Contractor to fulfill the Contractor’s obligations. The Work may constitute the whole or part of the Project.

.19 The Parties means the Owner and the Contractor when referred to together and a Party is either the Owner

or the Contractor.

.20 The Place of Work is the designated site or location of the Project.



.21 Products means material, machinery, equipment and fixtures forming the work but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work and normally referred to as construction machinery and equipment.

.22 The Project means the project identified and described in the Contract Documents of which the Work may

be the whole or a part. .23 The Project Manager is the person employed with the Owner assigned to the Project and who has authority

to make decisions on behalf of the Owner. .24 Project Site shall mean that area where the Project is to be constructed. .25 Substantial Performance means the stage in the progress of the Work when the Work or designated portion

thereof is sufficiently complete in accordance with the Contract Documents as defined in Section 01 77 00 and Section 01 78 00 and is so certified by the Consultant and the Owner.

.26 Total Performance means the stage in the progress of the Work when the Work or designated portion thereof is complete in accordance with the Contract Documents as defined in Section 01 77 00 and Section 01 78 00 and is so certified by the Consultant and the Owner.

Condition 1 – PRECEDENT 1.1 Unless otherwise expressly provided for herein, in the event of any discrepancy between the various

documents constituting the Contract Documents, the terms and conditions of the Contract including these Contract Conditions shall prevail.

Condition 2 - PRIME CONTRACT

2.1 The Contractor shall assume toward the Owner all obligations and responsibilities pursuant to the Contract

with respect to the Work, unless otherwise expressly provided herein. 2.2 If the Work covered by the Contract is cancelled for any reason in whole or in part, the Owner may, by

providing 2 working days written notice to the Contractor, cancel all or any portion of the Work and this Contract to the extent that such Work is not required due to the cancellation of all or a portion of the Work covered by the Contract. In such event, the Owner shall only be liable to pay the Contractor the amount in respect of such cancellation which, in any event, shall not exceed the unpaid value of materials, services and labour actually incorporated into the Work by the Contractor pursuant to the Contract in proportion to the Contract Price, including profit and overhead on this amount, less any recoveries, back charges and/or sets-offs to which the Owner may be entitled.

2.3 Nothing contained in this Contract shall create any contractual relationship between the Owner’s agents, the

Consultants and/or Consultant and the Contractor or their agents or employees or any other person performing any of the Work other than the Owner.

Condition 3 - PROGRESS PAYMENTS

3.1 The Contractor shall submit to the Owner applications for progress payments in accordance with the Owner’s

standard billing procedures as detailed in Section 01 29 00 Payment Procedures. The Contractor shall be paid for Work performed to the date of the Trades last progress billing, as approved by the Owner, within 45 calendar days following receipt by the Owner of the approved Contractor’s application for payment. Progress payments shall be deemed advances and are subject to adjustment at any time prior to final payment for errors, overpayments, or the Owner’s determination that the remaining balance of progress payments may be



insufficient to ensure completion of the Work or to pay or otherwise satisfy liens, bond or other claims attributable to the Contractor, its labourers, sub-contractors. Any progress or final payments made in connection with the Contract shall not be construed as an acceptance of the Work.

3.2 The Owner will require as part of its standard billing procedures that the Contractor provide a properly sworn

Statutory Declaration in writing in a form satisfactory to the Owner setting forth what amounts, if any, are due or payable by the Contractor to third parties with respect to the Work, or any aspect thereof. The Owner may withhold from any payment, progress or final, any monies otherwise due to the Contractor pursuant to this Contract, such sums as the Owner may reasonably determine are necessary to secure and protect the Owner and the project from such liens, bonds or other claims which may be asserted by third parties. If, after 2 working days written notice to the Contractor, the Contractor fails to make payment to such third parties, the Owner shall have the right, but not the obligation, to make direct payments from such funds deducted or withheld, or on the Contractor’s account, to pay or satisfy the Contractor’s indebtedness with respect to such actual or potential liens, bonds or claims with respect to the Work and the Project. Any such payments may be made in a manner and at a time which is determined by the Owner in its sole discretion to be reasonable or necessary.

3.3 The Owner shall be entitled to deduct holdback from any monies due and owing to the Contractor in the

manner provided for by this Contract or in accordance with the statutory requirements of the appropriate lien legislation of the place of Work. The Owner’s obligation to release all or any portion of the holdback to the Contractor shall occur subject to sworn written proof from the Contractor that there are no unpaid third party claims which would provide the basis of a lien against the Project site, or materials delivered to the Project site, or a claim against the Owner and shall be subject to the Contractor’s full, proper and timely performance of this Contract, compliance with all of the provisions of the Contract, the Owners standard billing procedures and all applicable statutory requirements as to the release of holdback amounts. The Contractor shall provide to the Owner a properly executed waiver or discharge of such lien rights prior to the release to the Contractor of all or any portion of the holdback.

3.4 Where in any Contract Condition hereunder, the Owner is entitled to set-off, back charge, or recover any

costs, expenses, accounts, claims, liens or charges against monies otherwise due to the Contractor, it is agreed that such rights of the Owner shall also extend to monies otherwise due and owing to the Contractor by the Owner pursuant to any other agreements between the Contractor and the Owner relating to this project.

Condition 4 - UNIT PRICES 4.1 If the Contract Price includes unit prices or a portion of the Work is performed by the Contractor on the basis

of unit prices, it is understood and agreed that any quantities referred to in the Contract Documents are not warranted and are subject to change as required by the Contract, or as otherwise ordered or directed by the Consultant/Owner. Quantity estimates and measurements shall be subject to adjustment at any time in accordance with the final determination of such quantities or measurements by the Consultant/Owner. Unit prices will be adjusted according to the terms of the Contract.

Condition 5 - SCHEDULE OF WORK/VALUES 5.1 Within 10 days of receiving a Purchase Order from the Owner, the Contractor shall submit a detailed

Construction Schedule proposed by the Contractor for the performance of the Work, to the Consultant indicating: .1 The start, duration and completion date of parts of the Work defined by area, trade and other

categories required by the Owner. .2 The timing of delivery of equipment or fixtures.

5.2 The Construction Schedule shall be used throughout the performance of the Work and updated



monthly, or as otherwise required by the Consultant, to show actual progress, critical events and their inter-relationship and approved revisions to the schedule as a result of delay. The format of the schedule shall be electronic, indicate the critical path for completion of the work and be capable of being updated as required. An electronic version of the Construction Schedule shall be made available to the Owner as required.

5.3 The Contractor shall:

.1 Monitor the progress of the Work relative to the Construction Schedule and update the Construction Schedule on a monthly basis or as stipulated by the Project Manual.

.2 Promptly advise the Consultant of any revisions required to the schedule as a result of extension of the Contract Time.

.3 Update the Construction Schedule from time to time as reasonably requested from time to time by the Owner.

5.4 If the Consultant and or the Owner reasonably objects to any part of the Construction Schedule or the

schedule of anticipated monthly progress payments, then the Contractor shall address such objections and resubmit a revised Construction Schedule or the schedule of anticipated monthly progress payments, until such time as the documents are approved by the Consultant and or the Owner acting reasonably.

5.5 Time is of the essence in the performance of the Contract. 5.6 The Contractor shall take whatever action is necessary, including without limitation extra shift work

and acceleration of parts of the Work, to at all times ensure the completion of the Work within the Contract Time and in compliance with the planned progress of the Work and every part of the Work as set out in the Construction Schedule, at no additional cost to the Owner. Failure by the Contractor to adhere to the Construction Schedule shall constitute default by the Contractor under the Contract. If the Contractor is at any time behind in the Construction Schedule, then the Contractor will at no additional cost to the Owner comply with whatever action is reasonably demanded by the Owner or the Consultant, including without limitation extra shift work and acceleration of parts of the Work, to make up the time. The Contractor is expected to expedite materials, resources and labour to ensure the schedule is maintained and to immediately inform the Owner when design, contractor or material related delays affect the schedule.

5.7 The Contractor agrees to make no claim for delay, acceleration, or otherwise by reason of any such revisions

or directions so long as such revisions and directions are of the type and duration normally experienced in work of this type and complexity. If the type and/or duration are not normally experienced in work of this type and complexity, the Contractor agrees to make no claim for delay, acceleration or otherwise by reason of any such revision or direction to the extent the actions or inactions of the Contractor or the Contractor’s agents or employees were the cause or a contributing cause of the delay.

5.8 If the Contractor fails to comply with any requirement of Condition 5.1 to 5.6, then the Owner may withhold

payments otherwise due, or a portion thereof as the Owner considers appropriate, until the Contractor has complied, and the Owner may enforce the remedies set out in Condition 33.

5.9 The Contractor shall take all measures necessary to coordinate and arrange appropriate phasing and

scheduling and to communicate and liaise with the persons involved in connection with the Work. 5.10 The Contractor shall provide a breakdown of the Contract Price in the form of a schedule of values satisfactory

to the Owner, no later than ten (10) calendar days from the date of execution of this Contract. The schedule of values submitted by the Contractor shall be subject to Owner approval and shall be modified as required by the Owner to conform to the Owner’s cost coding system.



Condition 6 - NATURE OF THE WORK 6.1 The Contractor acknowledges that it has satisfied itself as to the nature and location of the Work, the character,

quantity and kind of materials and sub-surface conditions to be encountered and equipment and labour needed during and for the proper and timely prosecution of the Work as well as any conditions and other matters which may in any manner affect or be required to complete the Work in accordance with the Contract Documents. The Contractor further acknowledges that it has had a reasonable opportunity to examine and satisfy itself regarding the Project site and all of the Contract Documents, including the contract.

Condition 7 - ACCEPTANCE OF PRIOR WORK 7.1 The Contractor has inspected and accepts the condition of the Project site and all work done by previous

Contractors or by the Owner. If the Project site or any of the prior work is not acceptable, the Contractor shall notify the Owner in writing prior to commencing any of the Work. Proceeding with any of the Work without any such written notice shall constitute an acceptance by the Contractor of the Project site and all prior work.

Condition 8 – SUBCONTRACTING 8.1 The Contractor may subcontract a portion of the Work to Trade Subcontractor and/or Suppliers, provided that

notwithstanding such subcontracting that the Contractor shall at all times and in all respects remain responsible for the proper and timely performance of the Work in accordance with the Contract Documents. .1 The Contractor was required to set forth in his bid a list of the names of Pre-Qualified Subcontractors

or other persons or organizations (including those who are to furnish materials or equipment fabricated to a special design) proposed by him to perform all portions of the Work. The Contractor was required, further, clearly to set forth and identify in his bid the portion of the Work which each such Subcontractor, person or organization will perform.

.2 If the Contractor failed to list in his bid a Subcontractor for any portion of the Work, he shall not be permitted to subcontract such portion of the Work to any person or organization without the prior written consent of the Owner.

.3 The Contractor shall not be permitted to substitute any person or organization for any Subcontractor, person or organization who has been accepted by the Owner, nor to permit any subcontract to be transferred, or to allow the Work under any subcontract to be performed by any person or organization other than the Subcontractor, person or organization (including those who are to furnish materials or equipment fabricated to a special design) who has been accepted by the Owner, without the prior written consent of the Owner.

.4 The Contractor shall not Contract with any Subcontractor or person or organization who has not been Pre-Qualified by the Owner. The Contractor will not be required to contract with any Subcontractor or person or organization against whom he has a reasonable objection, unless the Subcontractor has been specified by Owner before receipt of Contractor's bid.

.5 The Contract Sum shall remain unchanged if the Owner requires a change in any subcontractor or person or organization previously accepted by the Owner due to performance unsatisfactory to the Owner, otherwise the Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued.

8.2 The Contractor shall be solely responsible for the engagement, co-ordination, management and payment of

its Subcontractor and/or Suppliers with respect to the performance of the Work. 8.3 The Contractor shall enter into written agreements with all its Subcontractors and/or Suppliers who are to be

involved in the Work. The agreements shall be consistent with and incorporate the terms and conditions of the Contract Documents and require the Contractor, Subcontractor and/or Suppliers to perform their portion of the Work in compliance with the Contract Documents. Upon written request from the Owner, the Contractor



shall provide the Owner with full executed copies of such agreements. Said agreement shall preserve and protect the rights of the Owner under the Contract Documents with respect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the Contractor-Subcontractor agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by these Documents, has against the Owner. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the Subcontract, copies of the Contract Documents to which the Subcontractor will be bound by this Condition, and identify to the Subcontractor any terms and conditions of the proposed Subcontract which may be at variance with the Contract Documents. Each Subcontractor shall similarly make copies of such documents available to his Sub-subcontractors.

8.4 Where the Contract requires such, the Contractor shall comply with any and all requirements with respect to local preferences.

Condition 9 – CONSTRUCTION BY THE OWNER OR OTHER CONTRACTORS 9.1 The Owner reserves the right to perform work related to the Project with his own forces, and to award separate

contracts in connection with other parts of the Project or work on the site under these or any similar or dissimilar conditions.

9.2 When separate contracts are awarded for other parts of the Project, or when work is performed by the Owner’s

Own forces, .1 the Owner shall make allowance for co-ordination of the Work with the Work of the Other Contractors

and work to be carried out by Owner’s Own Forces. .2 the contractor shall afford the Owner and Other Contractors reasonable opportunity to introduce and

store their products and materials in Contractor’s Work Area, and reasonable use of the Construction Resources and/or Equipment, to execute their work.

.3 the contractor shall co-ordinate and schedule the Work with the work of Other Contractors and the Owner’s Own Forces, and connect as specified or shown in the Contract Documents.

.4 the contractor shall if requested from time to time by the Consultant or the Owner, participate with Other Contractors and the Owner in progress meetings and reviewing their construction schedules at all times when directed to do so.

.5 the contractor shall, where part of the Work is affected by or depends upon for its proper execution the work or Other Contractors or the Owner’s Own Forces, promptly report to the Consultant and/or the Owner in writing and prior to proceeding with that part of the Work any apparent deficiencies or defects in such Work. Failure by the Contractor to report shall invalidate any claims against the Owner by reason of the deficiencies or defects in the work of other Contractors or the Owner’s Own Forces except those deficiencies and defects not reasonably discoverable.

9.3 Should the Contractor cause any damage to the Work or property of the Owner, or to other work on the site,

the Contractor shall promptly remedy such damage. 9.4 Should the Contractor cause any damage to the work or property of any separate Contractor, the Contractor

shall upon due notice promptly attempt to settle with such other Contractor by agreement, or otherwise to resolve the dispute. If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor. Either the Owner or the Contractor at Owner's option shall defend such proceedings at the Contractor's expense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorney's fees and court or arbitration costs which the Owner has incurred.



9.5 The Contractor shall coordinate its Work with any such other Contractors as may be and, in a manner, required

by the Owner in order to maximize efficiency and complete the Work in accordance with the Contract Documents. The Contractor will be responsible for all costs incurred by the Owner and other Contractors resulting from the failure of the Contractor to co-operate with, and not to hinder, the work of others on this Project.

9.6 Claims, disputes and other matters in question between the Contractor and Other Contractors and involving

the Owner may be dealt with as provided for in this Agreement, provided the Other Contractors have reciprocal obligations.

9.7 Any cost caused by defective or ill-times work shall be borne by the party responsible therefor.

Condition 10 - CONTRACTOR SUPERVISION / REPRESENTATIVE 10.1 The Contractor shall effectively direct and supervise the Work so as to ensure compliance with the Contract

Documents. The Contractor will at all times when the Work is in progress employ a full time competent, experienced superintendent who shall be in attendance full time at the site.

10.2 The authorized representative shall be subject to the approval of the Owner, such approval not to be

unreasonably withheld. Once the representative has been approved by the Owner, such person shall not be changed except with the prior written consent of the Owner, unless the representative ceases to be employed by the Contractor. The Contractor shall employ as many assistants to the superintendent as are necessary to the proper direction and supervision of the Work in particular with respect to quality and schedule.

10.3 The Representative shall have the authority to bind the Contractor and accept service on behalf of the

Contractor and the Owner shall be entitled to rely on such authority for all purposes under this Contract. 10.4 The Owner and/or Consultant reserves the right to hold meetings with the Contractor on a regularly scheduled,

periodic or as required basis. The Representative(s) of the Contractor shall attend such meetings and shall be prepared to discuss any issues or matters affecting the Contractor, Subcontractor and/or Supplier’s performance or non-performance of the Work.

10.5 No oral agreement or conversation with any representative, agent, or employee of the Owner, either before

or after the execution of the Contract shall affect or modify any of the terms of, or obligations under, the Contract.

Condition 11 - CHANGES TO THE WORK 11.1 The Consultant and/or Owner, without invalidating this Contract or the Contractor’s bonds, if any, and without

notice to the Contractor’s Surety, may make changes by altering, adding to or deducting from the Work. The Contractor shall not undertake any changes to the Work without the prior written express authorization from the Owner and no claim by the Contractor for an addition or deduction to the Contract Price or change in the Contract Time shall be valid unless so ordered and at the same time valued or agreed to be valued satisfactorily to the Owner.

11.2 The amount of adjustment in the contract price for authorized Change Orders will be agreed upon before such

Change Orders becomes effective and will be determined as follows. .1 By an acceptable unit price or lump sum proposal from the Contractor. Breakdowns shall be of

sufficient detail to allow evaluation by the Owner and include a listing of each item of material with unit prices and number of hours of labour for each task.



.2 On a time and material (T&M) basis with or without a specified maximum, including all overhead and profit, total cost not to exceed maximum specified. The Owner's Representative will approve on a daily basis the Contractor's T&M for the Work. All T&M work shall be tracked on daily T&M sheets and must be submitted on weekly basis but all time sheets must be submitted within 21 calendar days of completion of the agreed upon extra work. Submittals received after the specified period will not be considered unless agreed upon by all parties at the commencement of the additional work.

.3 By unit prices contained in the Contractor's original Tender submission and incorporated in the Construction Contract. Unit prices contained in the Contractor's original Tender submission are understood to include the Contractor's overhead and profit. If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order that application of such unit prices to quantities of the Work proposed will cause substantial inequity to the Owner or to the Contractor, the applicable unit prices shall be equitably adjusted.

.4 The contractor shall submit labour rates for all subcontractors as per Section 01 33 00 Submittals prior to the start of any changes to the work as specified under Condition 11.

11.3 Overhead and profit on Change Orders shall be applied as follows:

.1 The overhead and profit charged by the Contractor shall be considered to include, but not limited to, performance bond, builder's risk and public liability insurance, job site office expense, normal hand tools, incidental job supervision, field supervision, company benefits, and general office overhead, The percentages for overhead and profit charged on Change Orders shall be negotiated and may vary according to the nature, extent, and complexity of the Work involved but in no case shall exceed the following: Overhead and Profit: 10% To the Contractor or the Subcontractor for Work performed with their respective forces or materials purchased 5% To the Contractor on Work performed by other than his forces 5% To Subcontractor on Work performed by his Subcontractor Overhead and profit shall be shown separately for each subcontractor and the Contractor.

.2 On proposals covering both increases and decreases in the amount of the Contract, the application of overhead and profit shall be on the net change in direct cost for the Contractor or Subcontractor performing the Work.

.3 The percentages for overhead and profit credit to the Owner on Change Orders that are strictly decreases in the quantity of work or materials shall be negotiated and may vary according to the nature, extent, and complexity of the Work involved.

11.4 The contractor shall provide requested Contemplated Change Order pricing and all required backup within 7

working days of the issuance of the Contemplated Change Order. Any requests for claims received after the specified period will not be considered unless mutually agreed upon by all parties at the issuance of the CCO. No claim for an addition to the Contract sum will be valid unless authorized in writing by the Owner. In the event that none of the foregoing methods are agreed upon, the Owner may perform Work by force account or accounts. The cost of such Work will be determined by the Contractor's actual labour and material cost to perform the Work plus applicable overhead and profit as outlined above.

11.5 No changes or additions to work to be performed, materials to be furnished, or in the provisions of the Contract

will be authorized until execution and delivery by the Owner to the Contractor of the written order referred to in this condition. Any work completed by the Contractor outside the original project scope without written approval from the Owner will be deemed as a waiver by the Contractor for additional compensation for said work.

Condition 12 - MATERIALLY DIFFERING PHYSICAL CONDITIONS AT THE SITE



12.1 If the Consultant, Contractor or the Owner discover conditions at the Place of the Work which are: .1 subsurface or otherwise concealed physical conditions which existed before the commencement of

the Work which differ materially from those indicated in the Contract Documents; or .2 physical conditions, other than conditions due to weather, that are of a nature which differ materially

from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then the observing

party shall give Notice in Writing to the other party of such conditions before they are disturbed and in no event later than 5 Working Days after first observance of the

conditions.

12.2 The Consultant will promptly investigate such conditions and make a finding. If the finding is that the conditions differ materially and this would cause an increase or decrease in the Contractor's cost or time to perform the Work, the Consultant, with the Owner's approval, will issue appropriate instructions for a change in the Work as provided in Condition 11 – CHANGES TO THE WORK.

12.3 If the Consultant finds that the conditions are not materially different or would not cause an increase or

decrease in the Contractor’s cost or time to perform the Work, then the Consultant shall report the reasons for this finding to the Owner and the Contractor in writing, and the Consultant with the Owner’s approval shall prepare an appropriate Site Instruction.

12.4 If such concealed or unknown conditions relate to toxic and hazardous substances and materials, artifacts

and fossils, or mould, the parties will be governed by the provisions of Condition 28 - HAZARDOUS SUBSTANCES.

Condition 13 - INSTRUCTIONS AND DECISIONS 13.1 The Contractor shall carry out all verbal and written instruction of the Owner relative to the Work. The

Consultant and/or Owner shall determine all matters pertaining to this Contract and instruct the Contractor accordingly. Should the Contractor hold such instructions to be at variance with this Contract or to involve changes in the Work already completed, the Contractor shall notify the Owner before proceeding with respect to any such instructions. If the Owner and the Contractor fail to reach agreement with respect to any such instructions and the Owner decides to have such instructions carried out, the Contractor shall comply with such instructions without delay. Any unresolved questions of difference of cost resulting from any such instructions shall be decided in a manner provided by Condition 35 - DISPUTES.

13.2 Whenever by the terms of this Contract any matter is to be decided, stipulated, requested or required by the

Owner or to be done to the approval or satisfaction or at the sole discretion or with the authority or according to the opinion, direction or consent of the Owner, the exercise or failure to exercise such by the Owner shall not constitute an assumption, waiver or restriction of any of the Contractor’s obligations and responsibilities as are otherwise provided for in this Contract.

Condition 14 - PERMITS, LICENSES AND CERTIFICATES 14.1 Unless otherwise provided in the Contract Documents, the Contractor shall obtain in a timely manner, maintain

in good order, promptly pay for and comply with all permits, licenses, authorizations and certificates relative to and necessary for the proper performance of the Work.

14.2 The Contractor shall give and post all notices and comply with all laws, ordinances, rules, regulations and

lawful orders of any public authority bearing on the performance of the Work.



14.3 If the Contractor observes that any of the Contract Documents are at variance with applicable laws, statutes, building codes and regulations in any respect, he shall promptly notify the Owner and Consultant in writing, and any necessary changes shall be accomplished by appropriate modification.

14.4 If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Consultant and Owner, he shall assume full responsibility therefore and shall bear all costs attributable thereto.

Condition 15 - CONTRACTOR EMPLOYER 15.1 The Contractor shall employ competent, skilled and adequate staff and labour in the execution of the Work. 15.2 The Contractor acknowledges that it has the status of an employer as defined by any level of government or

by any agency having jurisdiction in respect of the Work or the Project. Accordingly, the Contractor shall withhold from its payroll the applicable taxes, contributions and other applicable deductions and shall remit the same, and the Owner shall in no way be liable as an employer to or on account of any of the employees of the Contractor and/or any of their Subcontractors. Before final payment is advanced by the Owner pursuant to the terms of the Contract, the Contractor shall furnish the Owner satisfactory evidence that it has conformed to all applicable withholding laws, rules and regulations and the Contractor hereby agrees to indemnify the Owner for any and all liability which may be imposed upon the Owner pursuant to such laws, rules and regulations arising from the performance or non-performance of the Work by the Contractor and/or any of their Subcontractors.

Condition 16 - LABOUR RELATIONS 16.1 The Contractor is obligated to inquire of the Owner and shall comply with and be bound by any labour

agreements executed by the Owner or on the Owner’s behalf applicable to the Work. Failure at any time to comply with any provisions of such labour agreements will, in the sole discretion of the Owner, be cause for terminations of this Contract for default. In the event of a strike or other labour disputes affecting the Contractor and/or any of their Subcontractors, the Owner may in its sole discretion, terminate this Contract on two working day’s written notice, but shall compensate the Contractor only for the unpaid value of labour, services and materials actually incorporated into the Work by the Contractor pursuant to the Contract in proportion to the Contract price including profit and overhead on this amount, less any recoveries, back charges, and/or set-offs to which the Owner may be entitled.

Condition 17 – INSURANCE 17.1 The Contractor shall, without limiting its obligations or liabilities herein, provide and maintain for the duration

of the Contract Time, and for any additional time required by the Owner, or the Contract, or cause to be maintained by or on behalf of any of its Subcontractors, insurance coverage prior to undertaking any of the work, as specified in Section 00 11 01 Insurance.

17.2 Prior to commencement and through the completion of the Work, the Contractor shall provide the Owner with

certificates, or with certified true copies within five (5) working days after the Owner has requested them. Such insurance policies shall be subject to the Owner’s approval for adequacy of protection.

17.3 The Owner shall be provided with not less than thirty (30) calendar days written notice in advance of any

cancellation, changes or amendment restricting any of the within insurance coverages. 17.4 For coverages subject to an amount deductible from the sum otherwise payable there under the burden of

such deductions shall be borne by the party responsible for the loss, or if no responsible party can be determined, by the Contractor.



17.5 If the Contractor fails to maintain or cause to maintain any insurance required by this Contract, or otherwise at the request of the Owner, the Owner may at its option purchase such insurance in the name of the Contractor or any of their Subcontractors and deduct the cost of same from the monies otherwise due and owing to the Contractor.

17.6 The Owner, Consultant shall be named as Insured’s or additional insured’s in any property and/or liability

insurance policies provided hereunder and all such insurance policies contain a waiver of subrogation clause as to any recourse against the Owner and the Consultant. The Contractor or their Subcontractors shall be responsible for the payment of any deductibles in the event of a claim under such insurance policies.

Condition 18 – BONDING 18.1 The Contractor shall provide to the Owner, unless expressly waived in writing by the Owner, a performance,

a labour and material payment and a maintenance bond from a Surety and in form acceptable to the Owner in an amount equal to the Contract Price, or such lesser amount specified in writing by the Owner. The Contractor must maintain such bonds in good standing until all obligations of this Contract have been properly and fully completed. The cost of the performance, labour and material payment and maintenance bond shall be borne by the Contractor if called for in the instructions to bidders or required at the time of tendering, but otherwise such cost shall be borne by the Owner provided the cost has been approved by the Owner prior to the Contractor obtaining such bond or binds.

Condition 19 – WORKER’S COMPENSATION 19.1 The Contractor shall provide, pay for and maintain until all obligations of this Contract have been properly and

fully completed, or for any additional time required by the Owner, Worker’s Compensation coverage, as required by law, fully covering all employees, officers or directors of the Contractor engaged in the Work regardless of whether or not such individuals would otherwise be exempt from any statutory requirement under the relevant Worker’s Compensation legislation.

19.2 Within 5 calendar days from the date of execution of this Contract, and in any event prior to commencement

of any Work and as otherwise required by the Owner’s Project procedures or standard billing procedures, the Contractor shall provide written proof to the Satisfaction of the Owner of good standing with the Worker’s Compensation Board or such similar authority.

Condition 20 – TAXES 20.1 The Contractor shall be responsible for and shall accordingly pay promptly as due any and all taxes, sales

taxes, customs duties, goods and services or harmonized taxes, and all other applicable taxes, charges, levies, duties and assessments, including any interest or penalties in relation thereto which are levied by any level of government or by any agency having jurisdiction in respect of the Work or the Project.

20.2 Any increase or decrease in taxes after the time of bid closing shall increase or decrease the Contract Price

accordingly 20.3 All applications for payment shall indicate the HST registration number of the Contractor. Condition 21 - SAFETY 21.1 In addition to the obligations called for in the Contract, the Contractor shall fully comply with all safety and

emergency programs and procedures designated from time to time by the Owner and/or Consultant and agrees to fully comply with and respect all occupational health, worker’s compensation, safety and fire regulations of any governmental, regulatory or other agency having jurisdiction over the Work or the Project,



including but not limited to, any recommendations or requirements of the insurance underwriters of the Owner or the Owner. The Contractor shall ensure that all its employees, agents and its Contractors, and their employees and agents comply and respect all requirements of this provision.

21.2 The Contractor acknowledges and agrees that it shall be solely responsible for all violations, if any, of the

safety provisions contained herein, including unsafe acts, unsafe materials and unsafe equipment, by any of its employees, agents and its Subcontractors and/or Suppliers, and their employees or agents. If the Contractor acts in contravention of any of the Owner and/or Consultant safety programs or procedures, or in contravention of any applicable safety legislation, such contravention or failure to act shall constitute a default by the Contractor of this Contract and shall entitle the Owner to provide the Contractor with 24 hours notice requiring the Contractor to rectify such violation, failing which the Owner may immediately thereupon, without further notice to the Contractor, terminate this Contract in its entirety. The Owner shall be entitled to recover, back charge and/or set-off against any monies otherwise due and owing, or accruing due or owing, to the Contractor any cost, expenses, penalties or assessments incurred by or levied against the Owner or damages suffered as a result of said violation and/or the termination of the Contract.

21.3 The Owner and/or Consultant shall be entitled to preclude any of the Contractor’s personnel from being

present on the Project site if the Owner and/or Consultant determines in its sole discretion that such personnel are working or acting in an unsafe manner or posing a risk, or potential risk, regardless of how minor, to any other persons involved or property located at or about the Project site or is in some manner otherwise hindering the progress of the Work. The Owner and/or Consultant shall not assume any liability to third parties or otherwise resulting from the enforcement of this provision and the Contractor hereby fully indemnifies the Owner and/or Consultant against any and all such liability.

21.4 The Contractor shall be responsible for any and all equipment brought onto or used by the Contractor or its

Subcontractors and/or Suppliers in connection with the Work. Such equipment shall first be inspected and certified by the Contractor to be safe and in good and proper working order. All such equipment shall meet all safety requirements, codes, regulations, and other applicable laws and shall have proper and operable safety devices and precautions installed as required.

21.5 The Contractor shall in consultation with the Consultant and/or Owner, implement a safety program at the

start of construction to minimize accidents. Said program shall continue to the final completion of the project and conform to applicable laws and regulations. The Contractor shall post signs, erect barriers and provide those items necessary to implement the safety program. As soon as the Contractor proceeds with the Work, the Contractor shall, where applicable, have all workers and all visitors on the site wear safety hard hats, and obey all safety rules and regulations.

21.6 The Contractor shall designate a responsible member of the Contractor’s organization at the site whose duty

shall be prevention of accidents. This person shall be the Contractor’s superintendent unless otherwise designated by the Contractor in writing to the Consultant. This person shall organize regular safety meetings as directed by regulatory agencies.

21.7 In addition to its other obligations under this or other sections, the Contractor shall, at its sole cost and expense, promptly repair any damage or disturbance to walls, streets, sidewalks, curbs, signage, light posts and property of third parties (including municipalities and other governmental agencies) resulting from the performance of the Work. The Contractor shall not cause materials including soil and debris, to be placed or left on streets.

21.8 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its

safety.



Condition 22- STORAGE AND PARKING 22.1 The Contractor acknowledges and agrees that the storage and parking areas for the Project are very limited.

The Owner shall, at its sole discretion, allocate unused storage and parking space, if any, for use by the Contractor. The Contractor and its Contractors shall at all times abide by any and all of the Owner’s rules and regulations applicable to the use of such space.

Condition 23 – MATERIALS 23.1 Permanent materials to be supplied by the Contractor shall be delivered in a complete and timely manner and

shall remain on the Project site and shall become the property of the Owner. It shall be the Contractor’s responsibility to unload, store and protect any such materials and the Contractor shall at all times bear the risk of loss thereof and shall protect all materials against loss until actually incorporated into the Work and the Work is accepted by the Owner.

Condition 24 - FIELD LAYOUT 24.1 The Contractor shall make all field layout dimensions relative to and necessary for the proper performance of

the Work. The Contractor shall also provide field layout and other information for any work by other Contractors in areas of the Project which have previously been or are currently being worked on by the Contractor.

Condition 25 – TESTING 25.1 In the case of Materials being supplied by the Contractor, Samples shall, if and when required by the

Specifications or the Owner, be prepared and submitted by the Contractor for approval, and shall be prepared and furnished with information as to their source, in such quantities and sizes as may be required for proper examination and tests, with all transportation costs prepaid.

25.2 All samples shall be submitted in ample time to permit the making of proper tests, analyses, examinations,

rejections and resubmissions before the time at which it is required to incorporate the Materials into the Work. Samples shall be submitted in sufficient time to permit thorough examination by the Owner without delaying delivery of such Materials to the Site on schedule. All tests of Materials furnished by the Contractor will be made by or under the direction of the Owner in accordance with recognized standard specifications. No Materials for which samples are required to be submitted shall be used in the Work until they have been approved by the Owner and samples of Materials will be retained by the Owner for reference and comparison purposes. The Materials subsequently supplied and installed or incorporated in the Work shall be in accordance with any approved samples.

25.3 Unless otherwise called for in the Specifications, the cost of testing will be borne by the Owner; the cost of

the samples shall be paid for by the Contractor. In the event that samples being submitted do not meet the requirements of the Specifications, the cost of all subsequent re-tests shall be

charged to the Contractor. 25.4 In addition to the obligations contained in the Contract, the Contractor shall notify the Owner or the Owner’s

various testing agencies in sufficient time to allow them to inspect relevant portion of the Work and to provide such other tests as are required or permitted by the Contract. In the event that any of the Work tested is defective, the Contractor shall correct the Work and pay the cost of such correction and shall also reimburse the Owner for any charges, costs or damages levied by the Owner against the Owner in respect of such tests and defective Work. The Owner may recover such sums from the Contractor by back charging the Contractor or setting off such sums from any sums due and owing, or accruing due, to the Contractor.



Condition 26 - SHOP DRAWINGS 26.1 In consultation with the Owner, the Consultant shall determine the number of copies of shop drawings as may

be reasonably required together with the procedure and schedule for transfer of them, and the Contractor shall prepare and supply such shop drawings in compliance with the Contract Documents so as not to delay the progress of the Work. The Contractor remains liable for any errors or omissions in the shop drawings and the processing or review of shop drawings by the Owner shall not constitute approval of a change or an addition or deletion of Work.

26.2 The Contractor shall review all Shop Drawings prior to submission to the Consultant. By such submission the

Contractor represents to the Owner that the Contractor has determined and verified all field measurements and fields conditions, requirements for Materials, catalogue numbers, and similar data, and that the Contractor has checked and co-ordinate each Shop Drawing with the requirements of the Work and of the Contract Documents. The Contractor shall confirm this review of each Shop Drawing by stamp, date and signature of the person responsible. At the time of submission, the Contractor shall notify the Consultant in writing of and (by red line, or other means reasonably prescribed by the Consultant) plainly and specifically identify any deviations in the Shop Drawings from the requirements of the Contract Documents.

26.3 The Contractor shall submit Shop Drawings to the Consultant to review in orderly sequence and sufficiently

in advance so as to cause no delay in the Work or in the work of Other Contractors. Upon request of the Owner, Contractor and Consultant jointly, shall prepare a schedule of the dates for submission and return of Shop Drawings. Shop Drawings which require approval of any legally instituted authority having jurisdiction shall be submitted to such authority by the Contractor for approval with a transmittal to both Owner and Consultant.

26.4 The Contractor shall submit Shop Drawings in the form specified or as the Consultant in consultation with the

Owner may direct. The Consultant will review and return Shop Drawings in accordance with the schedule agreed upon or otherwise with reasonable promptness so as to cause no delay. The Consultant’s review is for conformity to the design concept and for general arrangement only. The Consultant’s review shall not relieve the Contractor of responsibility for errors or omissions in the Shop Drawings or for meeting all requirements of the Contract Documents unless a deviation on the Shop Drawings has been specifically approved in writing by the Owner and/or Consultant.

26.5 Upon the Consultant’s request, the Contractor shall revise and resubmit Shop Drawings which the Consultant

rejects as inconsistent with the Contract Documents unless otherwise directed by the Consultant. The Contractor shall notify the Consultant in writing of and plainly and specifically identify any revisions from the original drawings or specifications. All Shop Drawings submitted must be identified as to source, location of the Work shown and the date of the most recent

amendment thereto. 26.6 Prior to the date that the Contractor notifies the Owner and the Consultant that the Work is ready for

Substantial Performance Inspection as specified in Section 01 77 00 Closeout Procedures, the Contractor shall deliver to the Consultant all required close-out documents as specified in Section 01 78 00 Closeout Submittals.

Condition 27 - AS BUILT DRAWINGS, MAINTENANCE MANUALS AND WARRANTIES 27.1 As a condition to the application for Substantial Performance, the Contractor shall supply all as-built drawings,

maintenance manuals, instructions, brochures, guarantees, warranties, certificates and other similar documents, as required by the Contract Documents in a manner and at a time stipulated by the Owner. Please refer to Section 01 77 00 and 01 78 00.



27.2 The Contractor shall ensure that all warranties obtained by it from any of its Contractors or Suppliers are also issued in the name of and for the benefit of the Owner, and any other party specifically designated by the Owner.

27.3 The Contractor shall be responsible to the Owner for and will enforce, the warranty obligations of its

Contractors, manufacturers and suppliers and ensure that the Subcontractor and/or Suppliers, manufacturers and suppliers correct promptly, at their own expense and failing that at the Contractor’s expense, any defects or deficiencies which appear in their portions of the Work during the respective warranty periods.

Condition 28 - HAZARDOUS SUBSTANCES 28.1 For the purposes of this Contract, hazardous substances shall include, but not necessarily be limited to all

substances or materials declared or designated from time to time to be hazardous, contaminating, toxic or dangerous under any law, enactment, policy or regulations of any level of government or regulatory agency having jurisdiction in respect to the Work or the Project, or pollutant or any other substance which when released into the natural environment is likely to cause in some immediate or foreseeable future time, material harm or degradation to the natural environment or material risk to human health.

28.2 For the purposes of this Contract, unless specified otherwise in the drawings and specifications, the Owner

shall be responsible for toxic or hazardous materials present at the Place of Work at the commencement of the Work. The Contractor shall be responsible for toxic or hazardous substances brought onto the Place of Work after commencement of the Work.

28.3 The Owner shall take such steps as required by applicable legislation to deal with toxic or hazardous materials

present at the Place of Work pursuant to Condition 28.2. The contractor shall take such steps as are required by applicable legislation to deal with toxic or hazardous substances for which it is responsible pursuant to Condition 28.2

28.4 Unless the Contract expressly provides otherwise, if the Contractor encounters toxic or hazardous substances

at the Site, the Contractor shall: .1 take all reasonable steps, including stopping the Work in the affected area, to ensure that no person

suffers injury, sickness or death as a result of exposure to or the presence of the substances, and .2 immediately report the condition to the Consultant in writing.

28.5 If the Contractor is delayed in performing the Work, or incurs additional costs as a result of taking steps

required under Condition 28.4.1, then if and to the extent that the owner is responsible therefore pursuant to Condition 28.2: .1 The Contract Time shall be extended for such reasonable time as the Consultant may recommend

in consultation with the Owner and the Contractor, .2 The Contractor shall be reimbursed for reasonable and substantiated costs incurred as a result of

the delay and as a result of taking those steps 28.6 The Contractor shall ensure that all hazardous substances used, involved in, encountered or resulting from

its Work are properly evaluated, handled, stored, labeled and disposed of at its expense. The Contractor shall ensure that all hazardous substances brought on to site by the Contractor or its Subcontractor and/or Suppliers are identified and recorded in a material safety data sheet, copies of which shall be supplied to the Owner.

28.7 The Contractor shall strictly comply with all laws, enactment, policies and regulations of any level of

government or regulatory agency having jurisdiction in respect to the Work or the Project, any and all requirements of the Contract and any of the Owner’s procedures dealing with or pertaining to the handling of hazardous substances or the non-disturbance of hazardous substances discovered or known to exist in, on or at the Project site.



Condition 29 - CLEAN-UP AND MAINTENANCE OF SITE 29.1 The Contractor shall take precautions to prevent tracking dirt through the building. Dirt and debris shall be

cleaned up on a daily basis or at such other times as the Consultant and/or Owner may direct if needed to maintain safety and convenient access throughout the building.

29.2 The Contractor shall conduct operations in such manner which will control blowing dust. The amount of dust

resulting from the Contractor’s operations shall be controlled to prevent the spread of dust to the adjacent areas. Dust control shall be performed as the work proceeds and whenever a dust, nuisance or hazard occurs.

29.3 The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish

caused by his operations, keep the premises free from fire hazards and maintain his work and material stockpiles neat and orderly throughout the construction period to permit safe and convenient access and movement of workers and materials throughout the building and site to

prevent the spread of debris, dust or other contaminants into the air or surrounding areas at all times. 29.4 Construction debris and rubbish generated by the Contractor shall be removed by the Contractor from the

point of origin daily and not allowed to accumulate. It shall be deposited in a trash container supplied by the Contractor on the site until hauled away. Scrap materials for rescue in temporary work shall be segregated and properly stored, protected and covered as for new materials. The result of the above shall be the maintenance of a clean project, in keeping with the proximity of the University campus and with a minimum of fire hazards.

29.5 Prior to the Request for Total Completion Inspection, the Contractor shall remove from the premises and site,

all tools, scaffolding, surplus materials and all temporary work and temporary structures and shall leave the Project in a clean, neat and tidy condition, including cleaning up to the satisfaction of the Owner. These obligations shall equally extend to affected areas outside of the Project site.

29.6 If the Contractor fails to keep the premises clean and orderly, to the satisfaction of the Consultant and/or

Owner, the Owner may, after 24 hours written notice to the Contractor, perform such clean-up and recover, back charge and/or set-off such costs against amounts otherwise due and owing, or accruing due, to the Contractor.

Condition 30 – PARTIAL OCCUPANCY OR USE 30.1 Should the Owner request partial occupancy or use, the Contractor shall prepare the portion of the Work

necessary for such partial occupancy or use. Partial or entire use or occupancy of the Work by the Owner shall not be construed as an acceptance of any Work or material supplied by the Contractor.

Condition 31 - REJECTED OR DAMAGED WORK 31.1 The Contractor shall be responsible for the adequate protection of the Work from damage and shall take all

reasonable precautions to protect the Work and property of others during the performance of the Work. 31.2 If any portion of the Work should be covered contrary to the request of the Owner or his representative or to

requirements specifically expressed in the Contract Documents, it must, if required in writing by the Owner, be uncovered for his observation and shall be replaced at the

Contractor's expense.



31.3 Inspection, Testing, Rejection of Materials and Workman-ship .1 The Contractor shall (1) maintain an adequate inspection system approved by the Owner and

perform such inspections that will assure that the work performed under this Contract conforms to Contract requirements, and (2) maintain and make available to the Owner adequate records of such inspections.

.2 All work (which term includes but is not restricted to materials, workmanship, and manufacture and fabrications of components) shall be subject to inspection and test by the Owner at all reasonable times and at all places prior to acceptance. Any such inspection and test is for the sole benefit of the Owner and shall not relieve the Contractor of the responsibility of providing quality control measures to assure that the Work strictly complies with the contract requirements. No inspection or test by the Owner shall be construed as constituting or implying acceptance. Inspection or test shall not relieve the Contractor of responsibility for damage to or loss of the material prior to acceptance of the completed Work.

.3 The Contractor shall, without charge, replace any material or correct any workmanship found by the Owner not to conform to the Contract requirements, unless the Owner consents to accept such material or workmanship with an appropriate adjustment in Contract Price. The Contractor shall promptly segregate and remove rejected material from the Site.

.4 If the Contractor does not promptly replace rejected material or correct rejected workmanship, the Owner (1) may, by contract or otherwise, replace such material or correct such workmanship and charge the cost thereof to the Contract, and/or (2) may terminate the Contractor's right to proceed.

.5 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any Work to be inspected, tested or approved, the Contractor shall give the Owner, timely notice of its readiness and of the date arranged so that Owner may observe such inspection, testing, or approval. Unless otherwise specified in the Contract Documents, the Owner shall select the testing agency or agencies for all test work performed at the job site (to include concrete batch plant work). The Owner shall pay for all testing services employing the Owner's selected testing agency or agencies unless specifically noted as otherwise in the specifications. In all cases when testing reveals a failure of the work, retesting after correction of the work shall be paid for by the Contractor.

.6 Should it be considered necessary or advisable by the Owner at any time before acceptance of the entire Work to make an examination of Work already completed, by removing or tearing out same, the Contractor shall, on request, promptly furnish all necessary facilities, labor and material. If such Work is found to be defective or non-conforming in any material respect, Contractor shall pay Owner all the expenses of such examination and of satisfactory reconstruction. If, however, such Work is found to meet the requirements of the Contract, an equitable adjustment shall be made in the Contract price to compensate the Contractor for the additional services involved in such examination and reconstruction and, if completion of the Work has been delayed thereby, he shall, in addition, be granted a suitable extension of time. Owner shall not be liable for any failure to notify Contractor or any other person of any defective, dangerous or unsuitable Work observed by Owner or any agent or employee.

.7 Required certificates of inspection, testing or approval shall be secured by the Contractor and promptly delivered by him to the Owner.

31.4 Correction of Work .1 The Contractor shall promptly correct all Work rejected by the Owner or the Architect as defective or

as failing to conform to the Contract Documents whether observed before or after Substantial Performance and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including compensation for the Architect's additional services made necessary thereby.

.2 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within seven days after receipt of written notice from the Consultant and/or Owner to commence and continue correction of such default or neglect with diligence and



promptness, the Owner, following receipt by the Contractor of such notice, may, without prejudice to any other remedy he may have, make good such deficiencies. In such case, an appropriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner.

.3 If, within the later of one year after the date of Substantial Performance of the Work or designated portion thereof or one year after acceptance by the Owner of designated equipment or such longer period of time as may be prescribed by law or by the terms of any applicable warranty, any of the Work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt (whether or not after such time period) of a written notice from the Owner to do so unless the Owner has previously given the Contractor a specific written acceptance of such condition. This obligation shall survive termination of the Contract. The Owner shall give such notice within 90 days after Owner's discovery of the condition.

.4 The Contractor shall promptly remove from the Site any defective work or materials, whether the result of poor workmanship, use of defective materials, damage through carelessness or other act or omission of the Contractor, which has been condemned by the Owner as failing to conform to the Contract Documents, whether incorporated into the Work or not. The Contractor shall promptly replace and re-execute such defective or condemned work and hereby agrees to pay for any and all damages resulting from corrections required to be made under this requirement. The Owner has the right to withhold any or all monies due to the Contractor until such replacement Work has been completed to the satisfaction of the Owner.

.5 If the Contractor fails to correct defective or non-conforming Work, the Owner may correct it in accordance with Condition 31.4.2. If the Contractor does not remove such rejected Materials or Work promptly, or fails to commence removal within 48 hours of notification, the Owner may remove and store them at the expense of the Contractor, and in addition to any other remedies the Owner may have, the cost of such removal and storage by the Owner may be deducted by the Owner from monies otherwise due to the Contractor.

.6 If the Contractor fails or refuses to undertake the replacement of any such defective work or materials or repair such damage or at all, the Owner may without notice to the Contractor replace or repair such defective work and recover, back charge and/or set-off such costs against any monies otherwise due and owing, or accruing due, to the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, such materials and equipment shall be deemed abandoned and the Owner may upon ten additional days' written notice sell them at auction or at private sale or otherwise use or dispose of them and the proceeds thereof. If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner.

.7 Any damage caused to the Work, or any other aspect of the Project, either directly or indirectly by the Contractor shall be reported immediately thereupon to the Owner, and the Contractor shall be responsible for all costs incurred by the owner to make the necessary repairs as well as any damages suffered by the Owner as a result of a delay, if any, to the Schedule.

.8 Nothing contained in this Condition 31.4 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have under the Contract Documents, including Condition 34 hereof. The establishment of the time period of one year after the Date of Substantial Performance or such longer period of time as may be prescribed by law or by the terms of any warranty required by the Contract Documents relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which his obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractors' liability with respect to his obligations other than specifically to correct the Work.



31.5 The Owner shall have the option to accept defective or non-conforming Work and to deduct from the payment

to the Contractor a sum of money equivalent to the difference between the value of work as actually performed and its value if performed as specified in the Contract Documents. The reasonable determination by the Owner as to the amount of such difference will be final and binding on the parties.

Condition 32 - INDEMNIFICATION 32.1 The Contractor agrees to defend, indemnify and hold harmless the Owner to the fullest extent permitted by

law from any and all claims, demands, losses and liabilities to or by third parties arising from, resulting from, or in connection with the Work performed or to be performed under this Contract by the Contractor, its agents or employees, and Contractors, even though such claims may prove to be false, groundless or fraudulent, except for bodily injury to persons or damage to property caused by or resulting from the sole negligence of the Owner or its agents or employees.

32.2 The obligation of the Contractor under this Contract to defend, indemnify and hold harmless the owner shall

not be restricted in any way by any limitation on the amount or type of damages, compensation or benefits payable to or for any third party under worker’s compensation acts, disability benefits, or other employee benefits acts. Entitlement to recovery of actual defense costs shall include all fees and disbursements (of attorneys and others), costs and expenses incurred in good faith. In addition, the Owner shall be entitled to recover compensation for all its in-house expenses (including materials and labour) expended in the defense.

Condition 33 - REMEDY FOR DEFAULT 33.1 Notwithstanding any other right of the Owner, if, in the sole discretion of the Owner, the Contractor fails to

diligently perform any obligation provided for in the Contract Documents, the Owner may give the Contractor written notice specifying such default. If such default shall continue for a period of time which is 5 calendar days less than what is provided for in the equivalent provision in the Contract, or, in the absence of such provision, a period of time equal to 5 calendar days, the Owner may, without prejudice to any other right or remedy it may have, make good such default and deduct the cost thereof from the payment then or thereafter due to the Contractor or may, in the Owner’s sole discretion, terminate this Contract, and in either case, may for the purpose of completing the Work, take possession without compensating the Contractor of all materials, tools, equipment owned and being used by the Contractor and complete the Work itself or employ any third party to do so.

33.2 If the Contractor should be adjudged bankrupt, or if a judgment is obtained against the Contractor and is not

satisfied, or the Contractor makes a general assignment for the benefit of creditors or if a receiver is appointed on account of the Contractor’s insolvency, the Owner may, without prejudice to any other right of remedy it may have, by giving to the Contractor or receiver or trustee in bankruptcy written notice, take over the Work of the Contractor, or terminate the Contract. In completing the Work of the Contractor, the Owner may take possession of all materials, tools and equipment owned and being used by the Contractor.

33.3 In any such event the Owner shall be entitled to recover all costs incurred as a result of completion of the

Contract including but not limited to any replacement Contractors, labour, equipment, materials, overhead, interest, actual legal expenses and any other costs associated with or resulting from completing the Work. The Owner shall only be obligated to pay the Contractor, its receiver or trustee, or make available to its creditors, the unpaid value of materials, services and labour actually incorporated into the Work pursuant to the Contract in proportion to the Contract Price including any profit and overhead on this amount, less any and all costs or expenses incurred or damages suffered by the Owner in taking over and completing the Work or by otherwise terminating the Contract, including but not necessarily limited to, the cost of any replacement Contractors, labour, services, equipment, materials, overhead, interest, actual legal expenses and any other costs, damages of a direct, consequential or indirect nature associated with or resulting there from.



33.4 Except as expressly provided for elsewhere in this Contract, the duties and obligations of the Contractor and

the rights and remedies of the Owner shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available at law.

Condition 34 – WARRANTY 34.1 In this Condition, the “Specified Warranty Period” means, as to any aspect or portion of the Work, the period

that is the longer of (1) any period specified in the Specifications or elsewhere in the Contract Documents, as to any aspect or portion of the Work; and (2) the following periods;

.1 as to labour, workmanship and materials, two years after Total Performance of the Work;

.2 as to the building envelope, including deficiencies resulting in water penetration, five years after Total Performance of the Work; and

.3 as to structural elements, ten years after Total Performance of the Work. 34.2 The Contractor hereby warrants that, subject to Condition 34, the Work and each component thereof will be

fit for their intended purpose and will not require repair or replacement during the applicable Specified Warranty Periods. Where a deficiency, defect, damage or matter requiring repair or replacement appears prior to expiry of the applicable Specified Warranty Period, the Contractor shall at the Contractor’s risk and expense upon the written requests from time to time of the Owner remedy and make good the same as directed and in accordance with any additional instructions given by the Owner. The terms and conditions of the Contract Documents applicable to the Work shall govern the performance of corrections by the Contractor.

34.3 The Contractor warrants that all systems, machinery, equipment and apparatus (including heating, ventilation,

air conditioning, security, mechanical, electrical and other systems including any that combine hardware and software, and including hoist, elevating devices and conveyors) shall function in good order during the Specified Warranty Periods and without the need for excessive repair, replacement or maintenance.

34.4 The limitations and parameters in Condition 34 on the Contractor’s warranty obligations shall not operate or

apply to limit the Contractor’s liabilities pursuant to the rest of the Contract Documents. 34.5 The Contractor shall correct or pay for any damage to the Work or to the Work of any other Contractor or to

any property of the Owner resulting from corrections required to be made by the Contractor pursuant to Condition 34.

34.6 All Work corrected or required to be corrected by the Contractor shall be warranted by the Contractor for the

period ending the later of the expiry of the original Specified Warranty Period and twelve months after the date of the correction to the satisfaction of the Owner.

34.7 If the Contractor fails to promptly commence, diligently perform and complete corrections as required,

the Owner may arrange for the performance by others of the corrections and off-set the costs thereof, provided that if said costs exceed the amount due to the Contractor then the Contractor shall pay the Owner the balance.

Condition 35 - TERMINATION OF THE CONTRACT 35.1 Termination for Convenience of the Owner

.1 The performance of work under this contract may be terminated by the Owner in accordance with this condition in whole, or from time to time in part, whenever Owner determines that such termination is in its best interest. Any such termination shall be effected by delivery to the



Contractor of a Notice of Termination specifying the extent to which performance of work under the Contract is terminated, and the date upon which such termination becomes effective.

.2 Upon receipt of a Notice of Termination, and except as otherwise directed, the Contractor shall,

.1 Stop work under the Contract on the date and to the extent specified in the Notice of Termination;

.2 Place no further orders or subcontracts for materials, services or facilities, except as may be necessary for completion of such portion of the Work under the Contract as is not terminated;

.3 Terminate all orders and subcontracts to the extent that they relate to the performance of Work terminated by the Notice of Termination;

.4 Assign to the Owner, in the manner, at the times, and to the extent directed, all of the right, title, and interest of the Contractor under the orders and subcontracts so terminated, in which case the Owner shall have the right, in discretion, to settle or pay any or all claims arising out of the termination of such orders and subcontracts;

.5 Reasonably settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, with the approval of the Owner to the extent it may require, which approval or ratification shall be final for all the purposes of this clause;

.6 Transfer title and deliver to the Owner, in the manner, at the times, and to the extent, if any, as directed (i) the fabricated or unfabricated parts, work in process, completed work, supplies,

and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the Notice of Termination, and

(ii) the completed or partially completed plans, drawings, information, and other property which, if the contract had been completed, would have been required to be furnished to the Owner;

.7 Use his best efforts to sell, in the manner, at the times, to the extent, and at the price or prices directed or authorized by the Owner, any property of the types referred to in 35.1.2.6 above; provided, however, that the Contractor (i) shall not be required to extend credit to any purchaser, and (ii) may acquire any such property under the conditions prescribed by and at a price

or prices approved by the Owner; and provided further that the proceeds of any such transfer or disposition shall be applied in reduction of any payments to be made by the Owner to the Contractor under this Contract or shall otherwise be credited to the price or cost of the Work covered by this Contract or paid in such other manner as the Owner may direct;

.8 Complete performance of such part of the Work as shall not have been terminated by the Notice of Termination; and

.9 Take such action as may be necessary, or as the Owner may direct, for the protection and preservation of the property related to this Contract which is in the possession of the Contractor and in which the Owner has or may acquire an interest.

At any time after taking action in Condition 35.1.2.7, the Contractor may submit to the Owner a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Owner, and may request the Owner to remove such items or enter into a storage agreement covering them. Not later than fifteen (15) days thereafter, the Owner will accept title to such items and remove them or enter into a storage agreement covering the same; provided, that the list submitted shall be subject to verification by the Owner upon removal of the items, or if



the items are stored, within forty-five (45) days from the date of submission of the list, and any necessary adjustment to correct the list as submitted shall be made prior to final settlement.

.3 After receipt of a Notice of Termination, the Contractor shall submit to the Owner his termination claim, in the form and with certification prescribed by the Owner. Such claim shall be submitted promptly but in no event later than six (6) months from the effective date of termination, unless one or more extensions in writing are granted by the Owner, upon request of the Contractor made in writing within such six (6) months period or authorized extension thereof. Any failure of the Contractor to submit his termination claim within the time allowed shall be deemed a waiver of all costs and compensation arising from termination.

.4 Subject to the provisions of Condition 35.1.3, the Contractor and the Owner may agree upon the

whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant to this clause, which amount or amounts may include a reasonable allowance for profit on work done; provided, that such agreed amount or amounts, exclusive of settlement costs, shall not exceed the total Contract Sum as reduced by the amount of payments otherwise made and as further reduced by the Contract Price of work not terminated. The Contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. Nothing in Condition 35.1.5 of this clause, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor and the Owner to agree upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this clause, shall be deemed to limit, restrict, or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this Condition 35.1.4.

.5 In the event of the failure of the Contractor and the Owner to agree, as provided in Condition

35.1.4, upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this clause, the Owner shall pay to the Contractor the amounts determined by the Owner as follows, but without duplication of any amounts agreed upon in accordance with 35.1.4: .1 With respect to all Work performed prior to the effective date of the Notice of Termination,

the total (without duplication of any items) of (i) the cost of such Work; (ii) the cost of settling and paying claims arising out of the termination of Work under subcontracts or orders as provided in Condition 35.1.2. 5 above, exclusive of the amounts paid or payable on account of supplies or materials delivered or services furnished by the Subcontractor prior to the effective date of the Notice of Termination of Work under this Contract, which amounts sha l l be included in the cost on account of which payment is made under (i) above; and (iii) a sum, as profit on the percentage of Work done as determined by the Owner to be fair and reasonable; provided, however, that if it appears that the Contractor would have sustained a loss on the entire Contract had it been completed, no profit shall be included or allowed under this subdivision (c) and an appropriate adjustment hall be made reducing the amount of the settlement to reflect the indicated loss; and

.2 The reasonable cost of the preservation and protection of property incurred pursuant to Condition 35.1.2.9; and any other reasonable cost incidental to termination of work under this contract, including expense incidental to the determination of the amount due to the Contractor as the result of the termination of work under this Contract. The total sum to be paid to the Contractor under (1) above shall not exceed the total Contract Sum as reduced by the amount of payments otherwise made and as further reduced by the Contract Price of Work not terminated. Except for normal spoilage, and except to the extent that the Owner shall have otherwise expressly assumed in writing the risk of loss, there shall be excluded from the amounts payable to the Contractor under (1) above,



the fair value, as determined by the Owner, of property which is destroyed, lost, stolen, or damaged so as to become undeliverable to the Owner, or to a buyer pursuant to Condition 35.1.2.7.

.6 In arriving at the amount due the Contractor under this clause there shall be deducted

(1) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this Contract, (2) any claim which the Owner may have against the Contractor in connection with this Contract, and (3) the agreed price for, or the proceeds of sale of, any materials, supplies, or other things acquired by the Contractor or sold pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner.

.7 If the termination hereunder be partial, Contractor may file with the Owner a claim for an

equitable adjustment of the price specified in the Contract relating to the continued portion of the Contract (the portion not terminated by the Notice of Termination), and such equitable adjustment as may be agreed upon shall be made in such price. Any claim by the Contractor for equitable adjustment under this clause must be asserted within sixty (60) days from the effective date of the termination notice, unless an extension is granted in writing by the Owner.

.8 The Owner may from time to time, under such terms and conditions as it may prescribe,

make partial payments and payments on account against costs incurred by the Contractor in connection with the terminated portion of this Contract whenever in the opinion of the Owner the aggregate of such payments shall be within the amount to which the Contractor will be entitled hereunder. If the total of such payments is in excess of the amount finally agreed or determined to be due under this clause, such excess shall be paid by the Contractor to the Owner upon demand, together with interest computed at the rate established by the Bank of Canada, prime rate for the period from the date such excess payment is received by the Contractor to the date on which such excess is repaid to the Owner; provided, however, that no interest shall be charged with respect to any such excess payment attributable to a reduction in the Contractor's claim by reason of retention or other disposition of termination inventory until ten days after the date of such retention or disposition, or such later date as determined by the Owner.

.9 Unless otherwise provided for in this Contract, or by applicable statute, the Contractor shall - from

the effective date of termination until the expiration of three years after final settlement under this contract – preserve and make available to the Owner at all reasonable times at the office of the Contractor but without direct charge to the Owner, all his books, records, documents and other evidence bearing on the costs and expenses of the Contractor under this Contract and relating to the Work terminated hereunder.

35.2 Termination for Default

.1 Should the Contractor be adjudged bankrupt, or be liquidated or become insolvent, or should the Contractor make an assignment for the benefit of its creditors, or should a Receiver be appointed on account of the insolvency of the Contractor, or if he refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workers, equipment or materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise fails to comply with any provision of the Contract Documents, then the Owner, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, thirty days' written notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment and machinery thereon owned by the Contractor and may finish the Work



by whatever method it may deem expedient. In such case the Contractor shall not be entitled to receive any further payment.

.2 If the costs of finishing the Work, including compensation for the Consultant's additional services

made necessary thereby, exceed the unpaid balance of the Contract Sum, the Contractor promptly shall pay the difference to the Owner. The amount to be paid to the Owner shall be determined in the manner provided in Condition 35.1 and this obligation for payment shall survive the termination of the Contract.

Condition 36 – DISPUTE RESOLUTION 36.1 The Owner and the Contractor shall make all reasonable efforts to resolve a Dispute by amicable negotiations

and agree to provide, on or without prejudice basis, full and timely disclosure of relevant facts, information and documents to facilitate such negotiations.

36.2 In the case of any dispute arising between the Owner and the Contractor as to their respective rights and

obligations under the Contract, either party, at any time prior to 3 months from the completion of the Work or termination of the Contract, shall be entitled to give the other party written notice requiring the dispute to be arbitrated in accordance with the procedures set forth in the Contract. If no such written notice is given by either party, then the dispute may be addressed pursuant to such judicial processes as the circumstances may require.

36.3 If, during the continuation of a dispute the Owner deems continuation of the Work of the Contractor to be

necessary under the terms of the Contract, the Owner may order the Contractor to continue with the Work. Continuation of any Work under protest, either by order of the Owner, or by written notice of the Contractor, shall not prejudice any right or remedy of the Contractor to receive payment for that portion of the Work done under protest or for materials furnished or equipment provided to execute such Work done under protest.

36.4 If the Parties have been unable to resolve a Dispute, either Party may, by written notice, require the

appointment of a mediator in accordance with the latest edition of the CCDC 40, “Rules for Mediation and Arbitration of Construction Disputes”, to assist the Parties to reach agreement. Unless the Parties agree otherwise, the mediated negotiations shall be conducted in accordance with those Rules as amended as follows: (1) All references to “the Contract” are to be considered references to this Agreement, and (2) All references to the Schedule, time, Extension of time and termination if no agreement, shall be adjusted from “10 Working Days” to read “15 calendar days”.

36.5 If the Dispute has not been resolved within 15 calendar days after a mediator is appointed under Article 36.4, or within such further period agreed to by the Parties, the mediator shall terminate the mediated negotiations by giving written notice.

36.6 All unresolved disputes shall be referred to and finally resolved by arbitration under the latest edition of CCDC

Document 40, “Rules for Mediation and Arbitration of Construction Disputes”, as amended as follows: (1) All references to “the Contract” are to be considered references to this Agreement, and (2) Any arbitration shall be before a single arbitrator and not a panel of three arbitrators.

36.7 Dispute resolution shall be conducted in Sackville, New Brunswick unless otherwise agreed. 36.8 The Parties agree to include similar mediation and dispute resolution provisions in all agreements with Trade

Contractors and sub-contractors retained for the Project and to require all Trade Contractors and contractors also to include a similar mediation and dispute resolution provision in all agreements with sub-trade contractors, sub-consultants, suppliers, fabricators so retained, thereby providing for mediation as the primary



(i.e. first) method of dispute resolution between all parties to those agreements and arbitration as the secondary method of dispute resolution.

36.9 This Agreement and provision of services by the Contractor shall be governed by the laws of the Province of

New Brunswick and Canada, so far as they are applicable. 36.10 Nothing herein shall be construed in any way to limit or excuse a party from asserting any statutory right it

may have pursuant to the appropriate lien legislation and the assertion of any right there under by the initiation of judicial proceedings shall not be construed as a waiver of any right the party may have to have such a dispute arbitrated.

Condition 37 - PUBLIC RELATIONS 37.1 The Contractor acknowledges and agrees that it shall take all steps necessary to ensure the best possible

relationship with the public ensuring the safety of the public. This obligation shall include but not be limited to ensuring full compliance with any directives or regulations established by the Owner as a part of a Public Relation Program. The Contractor further agrees to supply promptly the various notices that the Owner must give to governmental authorities and regulatory agencies and affected property owners advising them of the Work to be undertaken. The Contractor shall refrain from directly contacting the Consultant, unless expressly authorized by the Owner.

Condition 38 – ASSIGNMENT 38.1 The Contractor shall not assign the Work or any part thereof without the prior written consent of the Owner,

which consent may in the Owner’s sole discretion be withheld. The Contractor will not assign payments under this Agreement without the prior written consent of the Owner, provided always, however, that the Contractor by reason of this provision will not be precluded from assigning or pledging the benefits of this Contract in the normal course of business.

38.2 The Contractor agrees to the assignment of this Contract, its subcontracts and supply agreements as such

may be required from time to time by the Contract and agrees to execute, provide and deliver such documentation and undertake such additional actions as may be necessary to effect such assignment if and when required by the Owner or Contract.

Condition 39 – NOTIFICATION 39.1 The Contract may require specific notices, requests or authorizations to be provided within specific time

periods in connection with delays, time extensions, changes, extra work or claims. With respect to any such event or circumstance requiring such notice, request or authorization, the Contractor agrees to provide to the Owner written notice, request or authorization in ample and sufficient time to the Owner in compliance with all requirements of the Contract. The Contractor’s failure to do so shall constitute a full and complete waiver and relinquishing by the Contractor of any right to the recovery of any additional compensation or time extension. The Contractor shall provide notice in writing to the Owner at least 2 working days in advance of any notices pursuant to the Contract, that the Contractor is required to give to, the Owner or the Consultant, governmental authorities and regulatory agencies or affected property owners.

Condition 40 – WAIVER 40.1 No modifications to or of this Contract and no waiver of any rights under this Contract shall be valid or binding

on the parties unless the same shall be in writing. Failure of the Owner to insist upon strict performance of any of the terms and conditions of this Contract, or to exercise any discretion, right or entitlement herein



conferred in any one or more instances, shall not be construed to be a waiver by the Owner of such or any other covenants or agreements, but the same shall be and remain in full force and effect.

Condition 41 - LIMITATION OF LIABILITY 41.1 Notwithstanding any other provision of this Contract or the Contract Documents, the Contractor shall not under

any circumstances whatsoever be entitled to recover from the Owner any losses, costs or claims for profits or overheads with respect to work not yet completed or accepted, or for consequential or indirect damages.

Condition 42 – TIME 42.1 It is expressly agreed that time shall in all respects be the essence of this Contract.

Condition 43 – LAW 43.1 This Contract shall for all intents and purposes be considered to have been entered into and shall be

interpreted in accordance with the laws of the Province of New Brunswick, unless the law of the Contract is stated as otherwise.

Condition 44 - ENTIRE AGREEMENT 44.1 This Agreement is solely for the benefit of the parties hereto and represents the entire agreement between

the parties and supersedes all prior negotiations, representations, discussions or agreements, either written or oral, including any bid or tender submissions made by the Contractor.

Mount Allison University (Seal) (Seal) Mount Allison University Contractor Signature and Title Signature and Title __________________________________________ Witness Signature Witness Signature Mount Allison University

***END OF SECTION 00 52 13**

Mount Allison University Prices Section 01 02 50 Athletic Centre Mechanical Upgrades Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

.1 Prices included in the Contract shall be complete for the applicable work and shall include for each price: .1 Expenditures for wages and for salaries of workmen, engineers, superintendents,

draftsmen, foremen, timekeepers, accountants, expeditors, clerks, watchmen and such other personnel as may be approved, employed directly under the Trade Contractor and while engaged on the applicable work at the site and expenditures for travelling and board allowances of such employees when required by location of the applicable work or when covered by trade agreements and when approved; provided however, that nothing shall be included for wages or salary of the Trade Contractor's firm if the Trade Contractor is a firm or the salary of any officer of the Corporation if the Trade Contractor is a corporation if the Trade Contractor is a corporation, unless otherwise agreed to in writing.

.2 Expenditures for material used in or required in connection with the construction of the applicable work including material tests and mix designs required by the laws or ordinances of any authority having jurisdiction and not included under subparagraph .9.

.3 Expenditures for preparation, inspection, delivery, installation and removal of materials, plant, tools and suppliers.

.4 Temporary facilities as required for the applicable work.

.5 Travelling expenses properly incurred by the Trade Contractor in connection with the inspection and supervision of the applicable work or in connection with the inspection of materials prepared or in course of preparation for the applicable work and in expediting their delivery.

.6 Rentals of all equipment whether rented from the Trade Contractor or others, in accordance with approved rental agreements including any approved applicable insurance premiums thereon and expenditures for transportation to and from the site of such equipment, costs of loading and unloading, cost of installation, dismantling and removal thereof and repairs or replacements during its use on the applicable work, exclusive of any repairs which may be necessary because of defects in the equipment when brought to the Work or appearing within thirty (30) days thereafter.

.7 The cost of all expendable materials, supplies, and tools (other than tools customarily provided by tradesmen) less the salvage value thereof at the completion of the applicable work.

.8 Assessments under the Workman’s' Compensation Act, the Unemployment Insurance Act, Canada Pension Act, statutes providing for government hospitalization, vacations with pay or any similar statutes; or payments on account of usual vacations made by the Trade Contractor to his employees engaged on the applicable work covered by the specified price; and all sales taxes or other taxes where applicable.

.9 The amounts of all subcontracts related to the specified price.

.10 Premiums on all insurance policies and bonds called for under this Trade Contract as related to the specified price.

.11 Royalties for the use of any patented invention of the applicable work.

.12 Fees for licenses and permits in connection with the applicable work.

.13 Duties and taxes imposed on the applicable work.

.14 Such other expenditures in connection with the applicable work as may be approved.

.15 Provided always that except with the consent of the Owner, the above items of cost shall be at rates comparable with those prevailing in the locality of the work.

Mount Allison University Prices Section 01 02 50 Athletic Centre Mechanical Upgrades Project Page 2 Project # MISC-20-06 June 09, 2020


Part 2 UNIT PRICES

.1 Unit prices included in the Trade Contract shall be for the units of work and amounts submitted with the Tender.

.2 Unit prices shall be used for additions to/or deductions from the Trade Contract as found necessary or desirable during the progress of the work and shall include all of the Trade/Sub-Contractors expenses, overhead and profit.

.3 HST Extra.


Mount Allison University Work Requirements Section 01 14 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 Hours of Work

.2 General Restrictions

.3 Service Connections, including: .1 Connecting to existing services. .2 Service Shut-down of existing services. .3 Service Connection to Utility services.

.4 Special scheduling requirements.

.5 Markings


.1 Section 01 33 00 – Submittals

.2 Section 01 35 30 – Renovation Procedures

.3 Section 01 35 50 – Construction Safety Requirements

.4 Section 01 52 00 – Construction Facilities and Temporary Controls

.5 Mount Allison University Contractor Safety Orientation Document.

1.3 GENERAL REQUIREMENTS

.1 No work of any kind can begin until the proper authorization and/or work permits have been obtained.

.2 Stop work around an area where existing previously unidentified hazardous material is discovered including materials suspected of containing asbestos, and immediately contact the Project Manager for direction before continuing with the Work affected.

.3 Mount Allison traffic and parking regulations apply throughout the campus, which includes in general: .1 All parking at and within the project site must first be registered with Facilities

Management. No vehicle parking on grassed areas or sidewalks, etc. .4 Obtain and refer to Mount Allison University Contractor Safety Orientation Document which includes

emergency phone numbers and contacts issued by the Owner as well as supplementary information regarding safety and work-related policies at the University.

1.4 HOURS OF WORK

.1 Construction work time, normal hours: .1 07:00 AM to 6:00 PM Monday to Friday, unless specifically authorized in writing by

Facilities Management. .2 Construction work time, additional restrictions:

.1 07:00 AM to 8:00 PM Monday to Friday and 10:00 AM to 6:00 PM on Saturday are the hours of construction work outside of which no construction work whatever which generates noise or disturbs the peace within or in proximity to residential facilities, or other facilities designated by the Project Manager, may take place. Such activities include the delivery, putting in place and removal of construction equipment and materials at or adjacent to the project site.

.2 Noisy operations such as jack hammering, cutting and coring performed Mondays to Fridays are generally to be carried out before 08:30 AM and after 4:30 PM unless specifically authorized in writing by the Project Manager. The premium time shall be included in the tender amount.



.3 No construction work may take place on Sundays or on days observed as a holiday, unless specifically authorized in writing by the Project Manager.

.3 Construction work time, additional special restrictions: .1 Restrict all construction activities, particularly those generating noise and other

distractions, so as not to affect the following University operations within the following time periods: .1 student examinations: Non Specified for this building .2 conferences: Non Specified for this building

.2 The Owner reserves the right to adjust the Contractor's activities relative to MTA's event schedule.

.4 Complaints and work carried out contrary to Hours of Work restrictions will be assessed by Facilities Management, whose instructions are to be followed immediately.

1.5 EXISTING SERVICES

.1 Notify Facilities Management of required Service Shutdown and intended interruption of services and obtain required permission.

.2 Where Work involves breaking into or connecting to existing services, give Facilities Management the minimum required working days notice for necessary interruption of mechanical or electrical service throughout course of work, and obtain approval to proceed. Minimize duration of interruptions. Carry out interruptions at times accepted by Facilities Management and the written approvals issued.

.3 If required approvals are not obtained, the Contractor will be held responsible for costs incurred due to false alarms as a result of his work related to this project. Please note that the cost to the Contractor for each false fire alarm will be $950.00 and includes direct charges from the Sackville Fire Department and Facilities Management.

1.6 SERVICE CONNECTION DEFINITIONS

.1 A Service Interruption is defined as a total stoppage of the distributed service to a particular area.

1.7 PROCEDURE - GENERAL

.1 The following procedures will apply whenever construction work is implemented on campus and affects regular operations. A Mount Allison University Building Services Request Form BSRF is required to be submitted for any service shut-down, hot work request or impairment of life safety systems. Note that a minimum of five (5) working days is required for routine service shut-downs. Some shut-down can take much longer to arrange. A separate BSRF is required for each type of service and for each shut-down thereto.

.2 Any queries regarding the need for a BSRF shall be directed to Facilities Management. Blank forms can be obtained by contacting Facilities Management at 506-364-2444 or copy BSRF at the end of this section.

.3 There is no cost to the Contractor for the service shut-downs. Shut-downs shall be kept to a minimum.

1.8 PROCEDURE - APPLICATION FOR SERVICE SHUT-DOWN

.1 The Contractor shall complete section (1) of the BSRF and submit to Facilities Management.

.2 When section (1) is completed the Contractor shall email, fax or deliver the BSRF to Facilities Management for completion of section (2) and approval.

.3 Facilities Management will return or acknowledge the approved request to the Contractor by phone or email.



1.9 SPECIAL SCHEDULING REQUIREMENTS

.1 The normal construction work time for work by Owner or Other Contractors is Monday to Friday 08:00 to 17:00 hrs. except holidays.

.2 Additional requirements will be issued by addendum where applicable.

1.10 MARKINGS

.1 No organic markings such as felt pens or paint shall be used on any surface, whether exposed or to be concealed or covered by subsequent work, unless part of a specified identification system.

.2 No temporary markings shall remain visible in exposed areas after Project completion.

Building Services Request Form – Appendix “B” to follow




BUILDING SERVICES REQUEST FORM

This section to be completed by Contractor:

Building Name: ______________________ Today's Date: ___________________ Type of request:

Electric Primary Electric Secondary Emergency Power Natural Gas Propane Sewer Water

Controls Steam Condensate Ventilation Sprinkler Fire Suppression Fire Alarm Elevator

Egress Impairment, provide specific location ________________________________________________________

Hot Work Permit_____________________________ Other______________________________________

This request must be submitted to Facilities Management a minimum of 7 (seven) calendar days in advance of the required interruption as per Mount Allison standards. Please note that unless special arrangements are made with Facilities Management, regular hours of operation in Residences are between 10:00 AM and 05:00 PM.

Brief description of the request:_______________________________________________________________

__________________________________________________________________________________________

__________________________________________________________________________________________

This work is requested for:

Date: _______________ Start Time: ______________ AM or PM End Time: ______________ AM or PM

Contractor: ____________________ Phone # : __________________ Fax #: _______________________

Office Contact: _________________ Cell#: ____________________ email:________________________

Site Contact: ___________________ Cell#: ____________________ email:________________________

This section to be completed by Facilities Management: Date request received: ________________ Project Info: ___________________________ Academic/ Residence: _________________ Project Manager: _______________________ Approved By: ________________________ W.O. # issued: _________________________ Residence Approval: _____________________ (If Required)

Please email, fax or deliver completed form to Facilities Management [email protected] or fax to 364-2688.

Confirmation to be faxed or emailed back to email or fax number provided above when approved.

Mount Allison University Payment Procedures Section 01 29 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL



.2 Section 01 77 00 – Closeout Procedures

1.2 CONTRACTOR PAYMENTS

.1 Schedule of Values: .1 Where multiple progress draws are anticipated, the Contractor shall submit within ten (10)

Working Days of contract award, a Schedule of Values. .2 The format of schedule of values requires the review and acceptance by Consultant and

Project Manager prior to submittal of the first progress claim. .3 Where directed by the Project Manager, the Contractor shall supply a construction cash

flow for the Owner’s review. The cash flow shall reflect the items listed in the Schedule of Values. The time durations for the cash flow shall be monthly. The Contractor shall modify the cash flow to include approved Change Orders.

.4 Based on project funding, University may request detailed project breakdown requirements which may be forwarded to Federal Agencies.

.2 Progress Claims:

.1 The Contractor shall forward by email the proposed progress claim for review by the Consultant and Project Manager, prior to formally submitting the claim for payment to the University. Original claims shall be dated and submitted no later than the last working day of the month.

.2 All invoices are to be emailed to [email protected] or addressed to Mount Allison University Financial Services, 65 York Street. Original invoices must be submitted to the attention of the Project Manager and shall be in the same amount as the amount approved by the Consultant. Invoices must include the Purchase Order Number, specify Project Name and Number as indicated in Tender and include the HST registration number of the firm submitting the invoice. Once approved by Facilities Management, Financial Services will process the invoice for payment within 45 days of invoice date.

.3 Format of the Progress Claim must be coordinated with the Consultant and Project Manager.

.4 The Contractor shall show on his Progress Billing approved Change Orders only; each Change order must be listed separately on the Progress Claim.

.5 Statutory Declarations are required with all second and all subsequent progress claims.

.6 WCB Clearance Certificates are required with all progress claims.

.7 Where required, include updated project schedule, both in hard copy and electronic form, with all progress claims.

.8 The Owner reserves the right to withhold payment if liens are filed or registered when payment is otherwise due.

.9 Title to all Materials delivered to the Site for which credit for work performed is claimed in any application for payment shall, on the making of such payment, vest in the Owner.

.10 No payment by the Owner under the Contract nor partial or entire use or occupancy of the Work by the Owner shall constitute an acceptance of any portion of the Work or Materials which are not in accordance with the requirements of the Contract Documents.



.3 Deficiency Holdback: .1 Deficiency holdback of at least five percent (5%) of final contract value will be retained at

time of submission of Request for Substantial Performance Inspection to be held in full until issuance of Total Performance Certificate. Actual value to be determined at time of Substantial Performance Inspection.

.2 Invoice for release of Deficiency Holdback separately upon receipt of Total Performance Certificate. The invoice can be emailed to [email protected] or addressed to Mount Allison University Financial Services, 65 York Street with copies to the Consultant.

.3 When applying for release of Deficiency Holdback, the Contractor shall include: - Signed Copy of Total Performance Certificate as issued by Consultant, - Statutory Declaration Form, and - Workers’ Compensation Board Letter of Good Standing .

.4 Upon approval by Facilities Management, Financial Services will process the invoice for payment within 45 days of Total Performance Certificate date.

.4 Statutory Holdback:

.1 Statutory Holdback of fifteen percent (15%) will be retained as per regulations of the province of New Brunswick to be released 60 days from date of Substantial Performance Certificate.

.2 Invoice for release of Statutory Holdback separately upon receipt of Substantial Performance Certificate. The invoice can be emailed to [email protected] or addressed to Mount Allison University Financial Services, 65 York Street with copies to the Consultant.

.3 When submitting invoice for release of Statutory Holdback, the Contractor shall include, - Signed Copy of Substantial Performance Certificate as issued by Consultant - Statutory Declaration Form, and - Workers’ Compensation Board Letter of Good Standing.

.4 Upon approval by Facilities Management, Financial Services will process the invoice for payment within 60 days of Substantial Performance Certificate date.

1.3 CHANGE ORDERS

.1 The Owner and/or Consultant without invalidating the Contract, may make changes by altering, adding to or deducting from the Work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the Contract except that any claim for extension or reduction of time caused thereby shall be adjusted at the time of ordering such change.

.2 No change shall be made unless in pursuance of a written order from the Consultant and signed by the Owner and no claim for an addition to or deduction from the Contract sum shall be valid unless approved for in the form of a Change Order.

.3 The Contractor shall notify the Sureties named in the Performance Bond and Payment Bond provided by it under this Contract of all such changes made in pursuance of a written order from the Consultant.

1.4 VALUATION OF CHANGES

.1 The final approved value of any Change Order shall be determined in one or more of the following ways:

.1 By estimate and acceptance in a lump sum, submitted with subcontractor’s and supplier’s signed quotation and breakdown estimate for material and labour as per scope of Contemplated Change Order.



.2 Cost based on a unit prices agreed upon at time of Tender.

.3 By cost and percentage or by cost and fixed fee as per scope of Contemplated Change Order.

.2 In cases of additional work to be paid for under method 1.3.1.3 the Contractor shall keep and present in such form as the Consultant may direct, a correct account of the net cost of labour and materials after all trade discounts together with vouchers. In any case, the Contractor and Consultant shall certify to the amount due to the sub-trade contractor including the profit and overhead as described in the schedule. Pending final determination of value, payments of account of changes shall be made on Consultant or Contractors certificate.

.3 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum for a Change Order, the method and the adjustment shall be determined by the Consultant on the basis of reasonable actual costs and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, allowance for overhead and fee as further described above. In such case the Contractor shall provide, in such form as the Consultant may require, an itemized accounting with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this paragraph shall be limited to the following:

.4 Change Order Calculations: .1 In determination of method 1.3.1.1and 1.3.1.3 above, the labour costs to be calculated by

the actual estimated hours at an hourly rate determined as follows. The hourly labour rate to be total payroll cost including hour wage statutory contribution to

UIC, WCB and CPP and other applicable labour burdens paid directly by the employer such as vacation pay, holiday pay, pension plan etc.

The owner reserves the right to verify the payroll costs by an independent audit.

To the total payroll cost the following percentage factors will be recognized: - small tools/expenditures 5% (on payroll costs) - site supervision 5% (on payroll costs)

.2 In determination of methods 1.3.1.1and 1.3.1.3 above, the material costs and labour units

to be calculated as follows: - material - Allpriser, ECCA or other approved recognized standard publication list prices

less 25% for job site - labour - Mechanical Contractor Association and/or ECCA and/or other approved

recognized trade publication labour units applied with no productivity factor. - indirect labour at 5% of total direct labour representing testing, clean-up, safety and

identification. - Job expense at 10% of total direct labour representing non-working foremen, layout, as-

built drawings and co-ordination,

.3 In determination of methods 1.3.1.1and 1.3.1.3 above, equipment cost and equipment rental cost for major pieces of equipment required will be at net invoice cost.

.4 In determination of methods 1.3.1.1and 1.3.1.3 above, overhead of fees shall be

calculated as follows: The cost of any authorized change shall be determined by the net total of labour and material or equipment as outline in 1.3.4.1, 1.3.4.1.2 and 1.3.4.1.3 above on which the percentage mark-up shall be determined as follows:

For extras: Subcontractors own work - Overhead & Fee - 10% total Contractor own work - Overhead & Fee - 10% total



Contractor on Sub-Contractor work Overhead & Fee - 5% total

No percentage mark-up shall be applied to deductions, but deductions will be applied to extra’s prior to mark-ups.

Overhead and fee to include all normal overhead cost such as head office supervision, insurance, bonds, etc. and head office expense, etc.

.5 Submit to the Consultant a detailed breakdown of all materials, labour and equipment rentals for

review and approval.

1.5 TAXES

.1 Harmonized Sales Tax (HST) to be extra to tender price.




Contemplated Change Order Form 1. LUMP SUM / COST & PERCENTAGE MATERIAL

Material Cost __________ (Attach Summary Sheet)

Trucking and/or Equipment Costs SUBTOTAL __________ Subs __________

Mark-up on Subs __________

LABOUR _________ hrs @ __________ __________ _________ hrs @ __________ __________ _________ hrs @ __________ __________ Site Supervision (5%)

SUBTOTAL (LABOUR) __________ TOTAL MATERIAL, LABOUR __________

Mark-up per specification 01 29 00 - 1.4.4.4 __________

SUBTOTAL __________

SUBS __________

TOTAL FIXED COST (HST EXTRA) __________

SIGNED________________ DATE______________

Mount Allison University Project Meetings Section 01 31 19 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

1.1 PRECONSTRUCTION MEETING

.1 Within ten (10) days after award of Contract, the Consultant shall arrange a meeting to be attended by the Contractor, Subcontractors and representatives of the Owner and the Consultants to discuss such matters as procedures, progress, problems and scheduling.

.2 Contractor shall take, transcribe and distribute to all parties minutes of such job meetings.

.3 Suggested agenda:

.1 Safety, first aid, security and housekeeping items

.2 Distribution and discussion of: .1 List of Contractors and Suppliers .2 Projected construction schedules .3 Critical work sequence .4 Major equipment deliveries and priorities .5 Project coordination .6 Designation of responsible personnel including communications chain and persons

authorized to direct changes .3 Procedures and processing:

.1 Application for payments and Schedule of Values

.2 Contemplated Change Orders (CCO’s)

.3 Change Orders (CO’s)

.4 Requests for Information (RFI)

.5 Site Instructions

.6 Submittals

.7 Applications for Payment

.8 Others as appropriate .4 Procedures for maintenance and completion of Project Record Drawings, as specified in

Section 01 78 40 shall be established. .5 Uses of Premises:

.1 Office, work, staging and storage areas

.2 Parking policy

.3 Owner’s requirements

.4 Security procedures

.5 Utility shutdowns

.6 Emergency contact numbers and keys to site .6 Temporary construction facilities, utilities, controls and construction aids. .7 Additional administrative procedures and documents as required

1.2 PROGRESS MEETINGS

.1 Job meetings shall be conducted bi-weekly or as determined by the Consultant and/or Owner.

.2 Contractor shall inform the Owner and Consultant of each meeting and of the proposed agenda a minimum of five (5) days before the meeting.

.3 The Contractor shall prepare and distribute copies of minutes to all trades and the Consultant and the Owner within 2 days.

.4 Representatives of the Contractor who attend meetings must have the authority to conduct business on behalf of firms they represent and authorize and bind the Contractor to the expenditure of additional monies.

Mount Allison University Project Meetings Section 01 31 19 Miscellaneous Roofing Project Page 2 Project # MISC-20-06 June 09, 2020


.5 Attendance: .1 Contractor .2 Consultant and sub-consultants where required .3 Owner’s representative(s) .4 Sub-Trades as appropriate to the agenda .5 Suppliers as appropriate to the agenda

.6 Suggested Agenda: .1 Review and approval of minutes of previous meeting .2 Review of work progress since previous meeting .3 Review plans for progress for subsequent work period .4 Review Construction Schedule .5 Problems that affect Construction Schedule .6 Present corrective measures and procedures to regain project schedule, as applicable .7 Revisions to Construction Schedule .8 Present field observations, problems and conflicts .9 Review of off-site fabrication and delivery schedules .10 Progress and schedule during following period .11 Review submittal schedules and expedite as required .12 Review Quality Control .13 Pending changes and substitutions .14 Review Change Order Proposals and finalize prices .15 Current problems, disputes or claims, and proposed resolution strategies .16 Review proposed changes for: .1 Effect on Construction Schedule and on completion date .2 Effect on other contracts of the Project .17 Review project safety: and .18 Review and other business

1.3 PROJECT SCHEDULE

.1 The expected completion date is included in Contract Documents.

.2 It is understood and agreed by all parties to this Contract that the Schedule shall be met and that the Contractor is capable of meeting the Schedule (both with labour and supply of materials)

.3 No extensions in the Schedule shall be permitted


Mount Allison University Construction Schedules and Documentation Section 01 32 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 Schedules, form, content, submission.

.2 Critical path scheduling.

.3 Progress photographs.

.4 Submittals schedule.


.1 Section 01 33 00 – Submittal Procedures


.3 This section describes requirements applicable to all Sections included in Project Manual.

1.3 SCHEDULES

.1 Submit schedules as follows: .1 Submittal Schedule for Shop Drawings and Product Data. .2 Submittal Schedule for Samples. .3 Product Delivery Schedule.

.2 Schedule Format .1 Prepare schedule with MS PROJECT. .2 Provide a separate bar for each major operation. .3 Split horizontally for projected and actual performance. .4 Provide horizontal time scale identifying first Working Day of each week. .5 Format for listings: Use chronological order of start of each item of work. .6 Identification of listings: By specification subjects or systems description.

.3 Schedule Submission .1 Submit initial format of schedules within 10 working days after award of Contract. .2 Submit schedules in electronic format, forward through e-mail as .MPP and .PDF files. .3 Submit draft copy at start of project. .4 Consultant will review schedule and return review copy within 5 days after receipt. .5 Resubmit finalized schedule within 7 days after return of review copy. .6 Submit revised progress schedule with each application for payment .7 Distribute copies of revised schedule to:

.1 Job site office.

.2 Subcontractors.

.3 Provide copies for Project Meetings. .8 Instruct recipients to report to Contractor within 5 days, any problems anticipated by

timetable shown in schedule. 1.4 CONSTRUCTION PROGRESS SCHEDULING

.1 Submit initial schedule in duplicate within ten (10) days after date of receipt of Purchase Order

.2 Present draft of Project Schedule at Start-up Meeting.

.3 Revise and resubmit as required.

.4 Submit revised schedules with each Application for Payment, identifying changes since previous version.



.5 Submit a computer-generated chart with separate line for each major portion of Work or operation, identifying first workday of each week.

.6 Include dates for commencement and completion of each major element of construction.

.7 Indicate projected percentage of completion of each item as of first day of month.

.8 Indicate progress of each activity to date of submission schedule.

.9 Indicate changes occurring since previous submission of schedule: .1 Major changes in scope. .2 Activities modified since previous submission. .3 Revised projections of progress and completion. .4 Other identifiable changes.

.10 Provide a narrative report to define: .1 Problem areas, anticipated delays, and impact on schedule. .2 Corrective action recommended and its effect. .3 Effect of changes on schedules of other prime contractors.

1.5 CONSTRUCTION AND SEQUENCE SCHEDULE:

.1 In order to accommodate the uninterrupted operation of the existing building during the various phases of construction, the sequence of construction operations shall be as follows: 1. The sequence concept is to: prepare the existing facility to function during renovation

through completion; 2. Utilizing this concept break down the Schedule into broad scope categories augmented

by “Owner Action” and “Contractor action” columns that indicate coordination tasks which define the various phases of the work.

3. The intent of the categorization is to generally summarize the nature and extent of work to be performed without in any way limiting specific requirements of the Contract Documents.

4. Some overlapping between the several construction operations will occur, and where possible, permission may be granted to start certain portions of the work before the previous operations were completed in their entirety. Such detail scheduling shall be done as the work progresses, provided that the Owner’s operations remain uninterrupted, but in all cases must receive Owner approval.

5. Where it may not be possible to complete certain mechanical and electrical services in connection with making the work complete and ready for occupancy, temporary services as directed and as approved shall be installed to permit occupancy by the Owner at the earliest possible date.

6. The construction sequence schedule and related drawings are intended to aid the Contractor in bidding and in the preparation of a specific construction schedule. Deviations of sequence may be made upon approval of the Owner and the Consultant. The preparation of a specific construction schedule remains the responsibility of the Contractor

1.6 CRITICAL PATH SCHEDULING

.1 Include complete sequence of construction activities.

.2 Include dates for commencement and completion of each major element of construction.

.3 Show projected percentage of completion of each item as of first day of month. .4 Indicate progress of each activity to date of submission schedule.



.5 Show changes occurring since previous submission of schedule: .1 Major changes in scope. .2 Activities modified since previous submission. .3 Revised projections of progress and completion. .4 Other identifiable changes.

.6 Provide a narrative report to define: .1 Problem areas, anticipated delays, and impact on schedule. .2 Corrective action recommended and its effect. .3 Effect of changes on schedules of other prime contractors.

1.7 PROGRESS PHOTOGRAPHS

.1 Digital Photography .1 Submit electronic copies of digital photography in [*.jpg] or [*.tif] format. .2 Identification: name and number of project and date of exposure indicated. .3 Frequency: monthly with progress statement and at completion of each major element of

construction and services before concealment.

1.8 SUBMITTALS SCHEDULE

.1 Include schedule for submitting shop drawings, product data, samples etc.

.2 Indicate dates for submitting, review time, resubmission time, and last date for meeting fabrication schedule.


Mount Allison University Submittals Section 01 33 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

.1 Deliver submittals specified in this Section to the Consultant unless otherwise specified with additional submissions made, in manner he directs to other parties involved with construction of the Project as their interests are concerned. These parties are, but shall not be restricted to, the Owner, jurisdictional authorities, and contractors whose Work must be coordinated with Work related to submittals.

.2 Ensure that submissions are made to allow sufficient time for review without the Construction Schedule being delayed.


.1 Section 00 11 00 – Summary of Work

.2 Section 01 31 19 – Project Meetings

.3 Section 01 32 00 – Construction Schedules and Documentation

.4 Section 01 45 00 – Quality Control

.5 Section 01 77 00 - Closeout Procedures

.6 Section 01 78 20 –Operating and Maintenance Manuals

.7 Section 01 78 40 - Record Drawings

1.2 DOCUMENT SUBMISSION REQUIRED

.1 At Commencement of Contract: .1 Performance and Materials Bonds or Bid Security as required .2 Required Insurance Certificates .3 Letter of good standing from WorkSafe NB .4 List of Subcontractors by firm name and major suppliers .5 Labour and equipment rates for all trades. .6 Construction Schedule and other required schedules and estimates .7 Schedule of Values .8 Permits as required by the Work .9 Name and contacts of Contractor including job superintendent .10 After Hour Emergency contact info .11 Schedule of Values for progress payment purposes .12 Shop Drawings schedule .13 Material delivery schedules

.2 During Construction: .1 Shop Drawings as required .2 Inspection and Test reports .3 Updated material delivery scheduled with monthly claim for payment .4 Monthly claim for payment including Statutory Declaration, updated Insurance Certificates,

WorksafeNB Clearance Certificate, Work and Delivery Schedules. .3 Submissions at Completion of Work are specified in Section 01 77 00 - Closeout Procedures



1.3 PROGRESS REPORTS/DAILY REPORTS

.1 The Contractor shall, from the date of commencement of the Work, maintain a careful daily record of the progress of the Work. This record shall be open to inspection by the Consultant or the Owner at all reasonable times and shall, if requested, be turned over to the Consultant at

Substantial Performance of the Work. The record shall show all pertinent data such as:

.1 if applicable, the daily weather conditions, .2 commencement, progress and completion of various portions of the work, .3 dates of all meetings and their purpose, .4 dates of visits by government authorities, inspectors, utility companies and the like, .5 record of work force employed, .6 materials causing delay, .7 clarifications or questions, and .8 safety program records

1.4 CONSTRUCTION SCHEDULES

.1 Submit proposed Construction Schedule at beginning of Project, as specified in Section 01 32 00 – Construction Schedules and Documentation.

.2 The Contractor will be required to submit an updated Project Schedule with each progress claim. The level of detail and quantity of work should be discussed with the Consultant.

1.5 SHOP DRAWINGS

.1 All Shop Drawings and Samples are to be submitted digitally to the Consultant and/or sub-consultant for review. After the Consultant has reviewed the Shop Drawings, the Consultant shall submit one approved digital copy of the Reviewed Shop Drawings to the Project Manager. Except for the Finish Hardware Schedule, the Project Manager does not review Shop Drawings prior to the Consultant returning them to the Contractor.

.2 Include in final Shop Drawings submissions detailed information, templates and installation instructions required for incorporation and connection of the Work concerned.

.3 With each submission the Contractor shall indicate changes from the Contract Drawings and Specifications that have been incorporated in the Shop Drawings. Review of such Shop Drawings incorporating changes shall not relieve the Contractor from responsibility for errors in the Shop Drawings, for changes made from the Contract Drawings and Specifications which are not indicated or otherwise communicated in writing with the submission.

.4 Shop Drawings review by the Consultant is for the sole purpose of ascertaining conformance with the general design concept. This review shall not mean that the Consultant approves the detail design inherent in the Shop Drawings, responsibility for which shall remain with the Contractor submitting same, and such review shall not relieve the Contractor of his responsibility for errors or omissions in the Shop Drawings or his responsibility for meeting all requirements of the Contract Documents. The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for information that pertains solely to fabrication processes or to techniques of construction and installation and for coordination of the Work. Provide digital file of the final approved Shop Drawings.

.5 Show on Submittals: .1 Date of the submission and dates of any pervious submissions .2 Project title and number .3 Contract identifications .4 Names of:

.1 Contractor

.2 Supplier(s)



.3 Manufacturer(s) .5 Identification of product with the specification section number .6 Field dimensions, clearly identified as such .7 Details to indicate construction arrangements of the parts and their connections and interconnections with other work .8 Applicable standards such as ASTM or CSA .9 Clear and obvious notes of any proposed changes from Drawings and Specifications .10 Fabrication and erection dimensions .11 Location and type of anchors and exposed fastenings .12 Materials and finishes .13 Assumed design loadings, dimensions and materials specifications for load bearing

members .14 Dimensions and dimensional locations of proposed chases, sleeves, cuts and holes in

structural members .6 Submit PDF of each drawing for all divisions of the Work. Copies of engineering data sheets,

catalogue cuts and standard diagrams may be substituted for shop drawings where applicable. Submittals shall include title block showing “Project Name and Number”.

.7 The Contractor shall check, stamp, sign and make any notations he considers necessary on Submittals before each submission.

.8 Submittals which require extensive correction will be sent back for revisions and re-submission.

.9 Re-submission requirements: .1 Make any corrections or changes in the submittals required by the Consultant and

resubmit until accepted .2 Shop drawings and product data: .1 Revise initial drawings or data and resubmit as specified for initial submittal .2 Indicate any changes that have been made, other than those requested by the

Consultant .3 Samples: submit new samples as required for initial submission

.10 Otherwise Shop Drawings will be sent back with review comments only.

.11 Only submittals noted for revision and re-submission need be resubmitted

.12 Do not add new details or information to Shop Drawings after they have been finally reviewed, except when approval is given.

.13 Do not proceed with Work dependent on Shop Drawing information until approval is given and verification received from the Consultant. Approval shall not relieve the Contractor of his responsibility for execution of Work in accordance with Contract Documents.

.14 Fabricate Work exactly as shown on Shop Drawings. If shop practice dictates revisions, revise drawings and resubmit.

.15 File one copy of each approved Shop Drawing on site.

1.6 SAMPLES

.1 Submit samples for which submission requirement is specified in other sections of this specification.

.2 Submit samples in duplicate of adequate size to represent the material in its intended use on Project. Submit an extreme range of samples when the degree of marking or colour cannot be represented by a single sample.

.3 Label samples with Project Name, Number, Contractor Name and date.

.4 When samples are very large, require assembly, or require evaluation at the site, they may be delivered to the site, but only with approval and as directed.

.5 Include cost of delivery and handling, assembly and return to supplier of samples in the Contract Work.

.6 If sample is rejected both samples will be returned. If sample is approved one sample will be retained and marked “Approved”.



.7 Approved samples shall serve as a model against which the products incorporated in the Work shall be judged.

.8 Each product incorporated in the Work shall be precisely the same in all detail as the approved sample.

1.7 INSERT DRAWINGS

.1 Submit insert drawings which are required in other sections of the Contract Documents.

.2 Indicate on insert drawings the location and size of sleeves, anchor bolts, openings and miscellaneous items to be incorporated in the Work.

.3 Submit insert drawings well in advance of construction of Work incorporating built-in Work.

1.8 RECORD DOCUMENTS

.1 Submit required Project Record Documents, as specified in Section 01 78 40 –Record Drawings.

1.9 MAINTENANCE MANUALS

.1 Submit required Maintenance Manuals, as specified in Section 01 78 20 – Operating and Maintenance Manuals.

1.10 AFFIDAVITS

.1 Submit affidavits as required in other Sections of the Contract Documents.

.2 Submit affidavits in duplicate and signed and notarized by a responsible officer of the certifying company.

.3 For work incorporating structural, mechanical and electrical design validation, affix seal of design engineer registered to practice in New Brunswick and who is a specialist in the applicable discipline.

1.11 EXTENDED WARRANTIES

.1 Submit the extended warranties where specified in each applicable Section of this Specification.

.2 Extended warranties shall commence on termination of the standard one-year warranty granted in this Contract.

.3 Submit each extended warranty on a standard Form of Warranty, a sample of which is included in this Section.

.4 Secure each extended warranty by a maintenance bond in an amount to cover specified replacement as approved by the Owner.

1.12 MAINTENANCE MANUAL AND OPERATING INSTRUCTIONS

.1 Submit required copies of Maintenance Manual to Consultant for review with application for Substantial Performance as detailed in Section 01 78 20 – Operating and Maintenance Manuals

1.13 SPARE PARTS AND MAINTENANCE MATERIALS

.1 Deliver at completion of the Project spare parts, tools, extra stocks of material and similar physical items required by individual specification sections to the Owner with a copy of the transmittal to the Consultant as detailed in Section 01 78 10 – Maintenance Materials. Obtain signed receipts from the Owner for all items.



1.14 INSPECTION LABORATORY REPORTS

.1 Submit copies of inspection and test reports obtained by the Contractor and Subcontractors for their Work or for jurisdictional authorities, if requested by Consultant.

.2 Submit reports in accordance with requirements specified in Section 01 45 00 – Quality Control

1.15 COST BREAKDOWN

.1 Indicate on cost breakdown forecasted net monthly progress billings (excluding holdback) broken down into major Trade Divisions, from commencement to completion of the Work.

.2 Submit updated cost breakdown with each monthly progress statement.

1.16 FINISH HARDWARE SCHEDULE

.1 The Finish Hardware Supplier's Schedule shall be submitted in accordance with Section 08 71 00.

1.17 INSPECTION AND TEST REPORTS

.1 Copies of Electrical, Gas and Plumbing permits shall be forwarded to the Consultant and copied to the Project Manager and also maintained in the site office for reference by interested parties.

.2 Testing Reports shall be submitted to the Contractor with copies to the Consultant and the Project Representative. Copies shall also be kept in the temporary construction office for reference by interested parties.

1.18 REVIEWED SHOP DRAWINGS

.1 One complete set of reviewed Shop Drawings is to be kept on the construction site for reference by Consultants and Inspectors.




SAMPLE FOR WARRANTY

CLIENT: DATE: PROJECT: WARRANTY: (Title of Work)

We hereby undertake to Warrant all material supplied and installed under our Contract and include the providing of necessary materials and labour to cover the result of faulty materials or workmanship. Upon written notification from the Client or the Project Manager that the above Work is defective any repair or replacement Work required shall be to the Project Manager’s satisfaction at no cost to the Owner. This Warranty shall not apply to defects caused by the Work or negligence of others, maltreatment of materials by others or Acts of God. This warranty shall remain in effect for one year from the Total Completion of the Project, irrespective of the date of completion or the beneficial use by the Owner.

Sign (Authorized Signing Official) Name of Firm:

Address:

Mount Allison University Environmental Controls Section 01 35 43 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


1.1 SUMMARY

.1 Section Includes: Procedures for achieving the most environmentally conscious Work feasible within the limits of the Construction Schedule, Contract Sum, and available materials, equipment, and products. .1 Use environmentally sensitive procedures.

.1 Protect the environment, both on-site and off-site, during demolition and construction operations.

.2 Prevent environmental pollution and damage. .3 Implement in consultation with the Owner and/or Consultant a Waste Management

Plan to fulfill control of solid wastes .2 Related Sections: .1 Section 01 52 00 - Construction Facilities and Temporary Controls. 1.2 DEFINITIONS

.1 Adequate Ventilation: Ventilation, including air circulation and air changes, required to cure materials, dissipate humidity, and prevent accumulation of dust fumes, vapors, or gases.

.2 Chemical Waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals, and inorganic wastes.

.3 Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.

.4 Non-Hazardous Waste: Solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations, possessing none of the 4 characteristics of hazardous substances, i.e., ignitability, corrosivity, reactivity, or toxicity.

.5 Environmental Pollution and Damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.

.6 Hazardous Waste: By-products of society that can pose a substantial or potential hazard to human health or the environment when improperly managed, and possessing at least 1 of 4 following characteristics, or appearing on a special Environmental Protection Agency (EPA) list.

.1 Ignitability. .2 Corrosivity. .3 Reactivity. .4 Toxicity.

.7 Municipal Solid Waste Landfill: A permitted facility that accepts solid, non-hazardous waste such as household, commercial, and industrial waste, including construction and demolition waste.

.8 Non-Toxic: Neither immediately poisonous to humans nor poisonous after long period of exposure.

.9 Recyclable: The ability of a product or material to be recovered at the end of its life cycle and re-manufactured into a new product for reuse by others.

.10 Recycle: To remove a waste material from the Project site to another site for remanufacture into a new product for reuse by others.

.11 Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste.

.12 Reuse: To reuse a construction waste material in some manner on the Project site.

.13 Salvage: To remove a waste material from the Project site to another site for resale or reuse by others.

.14 Sanitary Wastes: .1 Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or

consumption of food.



.2 Sewage: Domestic sanitary sewers. .15 Sediment: Soil and other debris that has been eroded and transported by storm or wet production

runoff water. .16 Source Separation: The act of keeping different types of waste materials separate beginning from

the first time they become a waste. .17 Toxic: Poisonous to humans either immediately or after a long period of exposure.

.18 Trash: Any product or material unable to be reused, returned, recycled, or salvaged 1.3 ENVIRONMENTAL GOALS FOR THE PROJECT

.1 The Owner has established the following environmental performance goals for the Project.

.1 Use resources and manage waste efficiently: .1 Select materials that use resources efficiently.

.2 Select materials that can be re-used or recycled.

.3 Use construction practices that minimize waste.

.4 Recycle or re-use job site waste. .2 Protect and restore the site.

.1 Protect against soil erosion and topsoil depletion. .2 Remove and utilize existing topsoil.

.3 Minimize noise during construction.

.4 Minimize site disturbance during construction.

.5 Protect site features and trees not directly impacted by construction. .3 Avoid toxic or dangerous materials.

.1 Select materials that generate the least amount of pollution, including pollution and toxins generated during harvesting, mining, manufacturing, transport, installation, use, and disposal.

.2 Avoid materials that contain, or that generated during the manufacturing process, carcinogens, endocrine disruptors and mutagens.

.3 Avoid materials that contain Ozone depleting chemicals. .4 Employ construction practices that minimize dust production and combustion by-products.

.1 Avoid materials and methods that can leach chemicals into the groundwater or storm sewers. .2 Employ construction practices that minimize the use of water.

.2 The Contract Documents have been developed to specify environmental requirements that support the implementation of the Owner's environmental goals.

.3 This Section is not intended to limit alternative means of achieving the Owner's environmental goals. In order to ensure the best outcome for this project, however, an understanding of these goals and team participation in their implementation will be required. Contractor and/or Suppliers are encouraged to apply their special knowledge to making the most healthful, environmentally sound choices possible. Notify Owner and/or Consultant if conflicts arise between performance of the Work and environmental goals.

.4 As an incentive to encourage resourcefulness, all profits resulting from salvaging and recycling shall go to the Contractor and/or Supplier. In cases where there is little to no cost difference between recycling/salvaging and landfilling of items not required to be recycled or salvaged, the Contractor is directed to recycle/salvage. Waste disposal in landfills shall be minimized.

1.4 ENVIRONMENTAL CONTROLS

.1 Comply with Federal, Provincial and local regulations pertaining to waste, air, solid waste, chemical waste, sanitary waste, sediment and noise pollution.



.2 Protection of Natural Resources: Preserve the natural resources within the Project boundaries and outside the limits of the Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by Owner, upon completion of the Work. .1 Confine deconstruction and construction activities to areas indicated on the Drawings.

.1 Salvage operations: .1 Promptly and legally transport and dispose of removed and

deconstructed items and waste materials that are not identified to be recycled or reused.

.2 Do not burn, bury, or otherwise dispose of rubbish and waste materials on Project site.

.2 Temporary construction: Remove indications of temporary construction facilities, such as haul roads, work areas, structures, stockpiles of excess or waste materials, and other remnants of construction as directed by Project Manager.

.2 Water resources: Comply with applicable regulations concerning the direct or indirect discharge of pollutants to the underground and natural waters .1 Oily substances: Prevent oily or other hazardous substances from entering the

ground, drainage areas, or local bodies of water in such quantities as to affect normal use, aesthetics, or produce a measurable ecological impact on the area.

.2 Store and service construction equipment at an area designated for collection of oil wastes.

.3 Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat.

.3 Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without permission from Owner. .1 Erodible soils: Plan and conduct earthwork to minimize the duration of exposure

of unprotected soils. Clear areas in reasonably sized increments only as needed to use the areas developed. Immediately protect side slopes and back slopes upon completion of rough grading.

.4 Erosion and sedimentation control: Construct or install temporary and permanent erosion and sedimentation control features as required.

.5 Dust control, air pollution, and odor control: Prevent creation of dust, air pollution and odors. .1 Use water sprinkling, temporary enclosures, and other appropriate methods to limit

dust and dirt rising and scattering in air to lowest practical level. Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution.

.2 Store volatile liquids, including fuels and solvents, in closed containers.

.3 Properly maintain equipment to reduce gaseous pollutant emissions. 1.5 IMPLEMENTATION OF ENVIRONMENTAL GOALS

.1 The Contractor will designate an on-site person responsible for instructing workers and overseeing the Owner's environmental goals for the Project.

.2 The Contractor will distribute copies of the Owner's environmental goals to the Contractor's superintendent and each Subcontractor.

.3 The Contractor will discuss environmental goals at the Pre-construction conference and during

regular progress meetings. 1.6 FIRES

.1 Fires and burning of rubbish on the site are not permitted.



1.7 CONSTRUCTION SITE WASTES

.1 Do not bury rubbish and waste materials on site unless approved by the Project Manager and/or Consultant.

.2 Do not dispose of waste or volatile materials, such as mineral spirits, oil or paint thinner into waterways, storm or sanitary sewers.

1.8 DRAINAGE

.1 Provide temporary drainage and pumping as necessary to keep excavations and site free from water.

.2 Do not pump water containing suspended materials into waterways, sewer or drainage systems.

.3 Control disposal or runoff of water containing suspended materials or other harmful substances in accordance with local authority requirements.

1.9 SITE CONSTRUCTION AND PLANT PROTECTION

.1 Protect trees and plants on site and adjacent properties where indicated.

.2 Wrap in burlap, trees and shrubs adjacent to construction work, storage areas and trucking lanes, and encase with protective wood framework from grade level to height of [2] m.

.3 Protect roots of designated trees to dripline during excavation and site grading to prevent disturbance or damage. Avoid unnecessary traffic, dumping and storage of materials over root zones.

.4 Minimize the stripping of topsoil and vegetation.

. 1.10 WORK ADJACENT TO WATERWAYS

.1 Do not operate construction equipment in waterways.

.2 Do not use waterway beds for borrow material without Consultant's approval.

.3 Do not dump excavated fill, waste material or debris in waterways.

.4 Design and construct temporary crossings to minimize erosion to waterways.

1.11 POLLUTION CONTROL

.1 Maintain temporary erosion and pollution control features installed under this contract.

.2 Control emissions from equipment and plant according to local authorities’ emission requirements.

.3 Prevent sandblasting and other extraneous materials from contaminating air beyond application area, by providing temporary enclosures.

.4 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control for temporary roads.


Mount Allison University Construction Safety Requirements Section 01 35 50 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

1.1 REFERENCES

.1 CSA S269.1-2016 Falsework for Construction Purposes.

.2 CSA S269.2-2016 Access Scaffolding for Construction Purposes.

.3 FCC No. 301-1982 Standard for Construction Operations.

.4 CAN/CSA-Z321-96 (R2001) Signs and Symbols for the Work Place.

.5 Occupational Health and Safety Act New Brunswick Regulation 91-191.

.6 Mount Allison University Contractor Safety Orientation Document.

1.2 CONSTRUCTION SAFETY MEASURES

.1 Observe construction safety measures of National Building Code 2015 Part 8, Provincial Government, Worker’s Compensation Board and municipal authority provided that in any case of conflict or discrepancy more stringent requirements shall apply.

.2 The Prime Contractor shall put in place a safety program as required by WorksafeNB.

.3 The implementation of the safety program shall be monitored through monthly safety meetings with the Contractor and subcontractors. Minutes of these meetings shall be posted in the site office for view by the public and copies shall be provided to the Owner and Consultant within 3 days. The Contractor shall report to the Project Manager safety program activities such as scheduled safety committee meetings, inspections performed and the results of any accident investigations. Issues which require coordination with Mount Allison maintenance forces, such as lock-out, Service Shutdown Requests shall also be included in these reports.

.4 Obtain and refer to Mount Allison University Contractor Safety Orientation Document which includes emergency phone numbers and contacts issued by the Owner as well as supplementary information regarding safety and work-related policies at the University.

.5 Contractors must adhere to provincial and university Covid-19 procedures and guidelines and will be required to submit Covid-19 Authorization Form to obtain access to the MTA campus.

1.3 HEALTH AND SAFETY COORDINATOR

.1 Employ and assign to Work, competent and authorized representative as Health and Safety Coordinator. Health and Safety Coordinator must:

.1 Have minimum two (2) years' site-related working experience specific to activities associated with roofing.

.2 Have working knowledge of occupational safety and health regulations.

.3 Be responsible for completing Contractor's Health and Safety Training Sessions and ensuring that personnel not successfully completing required training are not permitted to enter site to perform Work.

.4 Be responsible for implementing, enforcing daily and monitoring site-specific Contractor's Health and Safety Plan.

1.4 FIRST AID

.1 The Contractor shall arrange for the provision of first aid facilities as per the requirements of the WorksafeNB.



1.5 OVERLOADING

.1 Ensure no part of Work is subjected to loading that will endanger its safety or will cause permanent deformation.

1.6 FALSEWORK

.1 Design and construct falsework in accordance with CSA S269.1-2016.

17 SCAFFOLDING

.1 Design and construct scaffolding in accordance with CSA S269.2-2016.

1.8 WHMIS

.1 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage and disposal of hazardous materials; and regarding labeling and provision of material safety data sheets acceptable to Labour Canada and Health and Welfare Canada.

.2 Submit copies of WHMIS data sheets to the Project Manager on delivery of materials.

1.9 SAFETY SIGNS AND NOTICES

.1 Signs and notices for safety and instruction shall be in English.

.2 Graphic symbols shall conform to Z3221.

.3 Post safety signs where directed by Provincial safety officer and at all potential hazardous locations and/or situations.

.4 Post notices for the required use of safety hats and boots.

.5 Post “Off Limits” notices for restricted use of access roads and restricted use of site.

.6 Post “No Smoking” signs

1.10 PROJECT SITE SAFETY PLAN

.1 Prepare a Project Site Safety Plan which identifies and addresses the safety hazards for all additions, renovations or new construction as required under the specifications of the Contract Documents.

.2 The Contractor shall also include in the PSSP the names and emergency telephone numbers of the Contractor staff including after-hour contacts, the Safety Coordinator, the Consultant(s), the Project Manager and Campus Security. The PSSP shall also show the details of the construction procedure relating to site access, maintenance of any required exits, barricades, traffic control, scaffolding and swing stages, hoisting equipment, fire protection facilities, emergency shut-off locations, material storage, waste materials, control of dust and debris, protection of the edges of each floors and any other items required by the Chief Building Inspector.

.3 Submit 3 copies of the Project Site Safety Plan at the Project Start-up Meeting for review by Facilities Management and the Consultant. Upon approval one copy will be returned to the Contractor.

.4 The Project Site Safety Plan shall be adjusted as required to reflect the current stage of construction activities. The Site Plan drawing shall be posted on the job site on a 600mm by 600mm piece of plywood protected from the weather. Alternatively, it may be posted and protected from the weather on the principal construction site entrance or shelter provided for workers or equipment.



1.11 PROTECTIVE CLOTHING AND EQUIPMENT

.1 Contractors are required to provide their own protective clothing and equipment when required for access to any restricted location on the Mount Allison Campus. This would include, but not be limited to items such as, hard hats, safety footwear, respirators and protective coveralls. Items which require custom fitting, such as respirators, shall not be made available for use by more than one person.

1.12 FIRE DEPARTMENT BRIEFING

.1 When required, Consultant will coordinate arrangements for the Contractor to be briefed on Fire Safety at the Project Start-up Meeting by Fire Chief before any work is commenced.

1.13 REPORTING FIRES

.1 Know the location of nearest fire alarm pull station and telephone, including the emergency phone number.

.2 Report immediately all fire incidents to the Fire Department as follows: .1 Activate nearest fire alarm pull station: or .2 Telephone

.3 Person activating fire alarm pull station will remain at the main entrance to direct Fire Department to scene of fire.

.4 When reporting a fire by telephone, give location of fire, name or number of building and be prepared to verify the location.

.5 Notify Facilities Management at 364-2444 or 364-2452.

1.14 INTERIOR AND EXTERIOR FIRE PROTECTION AND ALARM SYSTEMS

.1 Fire protection and alarm system shall not be: .1 Obstructed .2 Shut-off: and .3 Left inactive at the end of a working day or shift without authorization from University.

.2 In the event the fire alarm system is activated without prior notification due to construction related activities by the Contractor or Subcontractors, the Contractor will be back charged $950.00 for each occurrence.

.3 Fire hydrants, standpipes and hose systems will not be used for other than fire-fighting purposes unless authorized by Fire Chief.

1.15 FIRE EXTINGUISHERS

.1 Fire extinguishers: as deemed necessary by the Fire Chief beyond the ones presently available in the building. Keep fire extinguisher in immediate area of the work crew when performing tasks that create a fire hazard.

1.16 BLOCKAGE OF ROADWAYS

.1 Advise Facilities Management of any work that may impede fire apparatus response. This includes violation of minimum overhead clearance, erecting of barricades and the digging of trenches.



1.17 SMOKING PRECAUTIONS

.1 Smoking shall NOT be permitted in or within 10 meters of any building.

1.18 RUBBISH AND WASTE MATERIALS

.1 Rubbish and waste materials are to be kept to a minimum.

.2 The burning of rubbish on site is prohibited.

.3 Remove all rubbish from the work site at the end of the workday or shift as directed.

.4 Storage .1 Store oily waste in approved receptacles to ensure maximum cleanliness and safety. .2 Deposit greasy or oily rags and materials subject to spontaneous combustion in an

approved receptacle and remove as required in 1.

1.19 FLAMMABLE AND COMBUSTIBLE LIQUIDS

.1 The handling, storage and use of flammable and combustible liquids are to be governed by the current National Fire Code of Canada.

.2 Flammable and combustible liquids such as gasoline, kerosene and naphtha will be kept for ready use in quantities not exceeding 45 litres provided they are stored in approved safety cans bearing the Underwriter’s Laboratory of Canada or Factory Mutual seal of approval. Storage of quantities of

flammable and combustible liquids exceeding 45 litres for work purposes, requires the permission

of the Fire Chief. .3 Transfer of flammable and combustible liquids is prohibited within buildings. .4 Transfer of flammable and combustible liquids will not be carried out in the vicinity of open flames or

any type of heat producing devices. .5 Flammable liquids having a flash point below 38C such as naphtha or gasoline will not be used as

solvents or cleaning agents. .6 Flammable and combustible waste liquids, for disposal, will be stored in approved containers located

in a safe ventilated area. Quantities are to be kept to a minimum and the Fire Department is to be notified when disposal is required.

1.20 HAZARDOUS SUBSTANCES

.1 Work entailing the use of toxic or hazardous materials, chemicals, explosives, or otherwise creates a hazard to life, safety or health, will be in accordance with the National Fire Code of Canada.

.2 Obtain from Facilities Management a Building Services Request Form BSRF and required submittals for a “Hot Work” permit for work involving welding, burning or the use of blow torches and salamanders, in occupied buildings or facilities.

.3 When work is carried out in dangerous or hazardous areas involving use of heat, provide a dedicated fire watch, equipped with sufficient fire extinguishers. Determination of dangerous or hazardous areas along with the level of protection necessary for fire watch is at the discretion of Facilities Management. Contractors are responsible for providing a fire watch for work on a scale established and in conjunction with Facilities Management prior to each hot work task.

.4 Where flammable liquids, such as lacquers or urethanes are to be used, proper ventilation must be assured, and all sources of ignition are to be eliminated. Facilities Management is to be informed prior to and at the cessation of such work.

1.21 QUESTIONS AND/OR CLARIFICATIONS

.1 Direct any questions or clarifications on Fire Safety in addition to the above requirements to Fire Chief.



1.22 FIRE INSPECTION

.1 Site inspections by Fire Chief will be coordinated through the Consultant and/or Facilities Management.

.2 Allow Fire Chief unrestricted access to the Work Site.

.3 Co-operate with the Fire Chief during routine fire safety inspection of the Work Site.

1.23 BARRICADES AND BARRIERS

.1 All barricades and barriers on construction sites shall conform to all safety practices required by regulations and good practice. Barriers for work outside the construction site must be visible both day and night.

.2 All walkways in close proximity to job sites shall be built with overhead protection where overhead work is being performed in close proximity.

.3 In pedestrian areas adequate warning must be provided for visually impaired pedestrians. Where required chain link fencing or hoarding is preferred as it allows blind persons to feel the base of the barricade with their canes. Audible or tactile warning devices may also be required.

.4 In vehicular areas barriers shall conform to the requirements. The placement of all barriers in vehicular areas must be approved by Facilities Management and, if applicable, the Town of Sackville and/or the Department of Transportation.


Mount Allison University Regulatory Requirements Section 01 41 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

1.1 JURISDICTIONAL AUTHORITIES

.1 Where reference is made to jurisdictional authorities, it shall mean all authorities who have it within their constituted powers to enforce the laws of the place of the Work.

1.2 DEFINITIONS

.1 The "Constructor" named in the Occupational Health & Safety Act of the Province of New Brunswick and regulations made pursuant to this Act, including any amendments, shall mean "Contractor" for the Work performed.

1.3 FIRE PREVENTION AND SAFETY

.1 Enforce fire protection methods, good housekeeping and adherence to local and underwriter's fire regulation. Provide ULC approved fire extinguishers and other firefighting services and equipment except where more explicit requirements are specified as the responsibility of individual Sections.

.2 Maintain clear emergency exit paths for personnel at all times.

.3 Use only fire resistant tarpaulins and similar protective covering on site.

.4 Ensure that volatile waste is stored in closed containers and removed from premises daily.

1.4 FIRE SEPARATIONS

.1 Ensure that fire separations are installed to maintain total integrity and that they are not breached by work following their installation.

.2 Replace fire separations which have suffered a lessening of their required rating during construction.

1.5 REQUIREMENTS OF REGULATORY AGENCIES

.1 Ensure that pollution and environmental control of construction activities are exercised as required during the work for protection of adjacent buildings.

1.6 REFERENCE STANDARDS

.1 Where edition date is not specified, consider that references to manufacturer's and published codes, standards and specifications are made of the latest approved edition, revision approved by the issuing organization current the date of this Specification.

.2 Reference standards and specifications are quoted in this Section to establish minimum standards. Work which in quality exceeds shall be considered to conform.

.3 Should the Contract Documents conflict with specified reference standards or specifications request clarification from the Consultant.


Mount Allison University Quality Control Section 01 45 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 Inspection and testing, administrative and enforcement requirements.

.2 Tests and mix designs.

.3 Mock-ups.

.4 Mill tests.

.5 Equipment and system adjust and balance.


.1 This section describes requirements applicable to all Sections.

1.3 TOLERANCES FOR INSTALLATION OF WORK

.1 Unless acceptable tolerances are otherwise specified in a Section: .1 “plumb and level” shall mean plumb or level within 1/8" in 10'-0". .2 “square” shall mean not in access of 10 seconds less or greater than 90 degrees .3 “straight” shall mean within 1/8" under a 10'-0" long straightedge. .4 Applicable CANS, CSA and Trade Codes shall govern work.

1.4 INSPECTION AND TESTING

.1 This Section establishes requirements for performance of inspection and testing specified under Source Quality Control and Field Quality Control in other Sections of the Contract Documents.

.2 Do not limit responsibility for ensuring that products and execution of Work meet Contract requirements, and inspection and testing required to this end, to inspection and testing specified in this Section.

.3 Payment for Inspection and Testing Services: .1 Payment for inspection and testing will be made by the Owner where it is specified in

various Sections that the Owner may and in fact does engage an inspection and testing company.

.2 Payment for re-inspection and retesting of defective rejected Work shall be the Contractor’s responsibility.

.3 Engage an approved company for inspections and tests required by jurisdictional authorities, for any additional inspections and tests as may be performed for the Contractor’s own purposes and convenience. Include cost of this inspection and testing in the Lump Sum Price.

.4 Include cost for tests of reinforcing steel for which no mill tests are submitted in the Lump Sum Price.

1.5 INSPECTION and TESTING SERVICE QUALIFICATIONS and REFERENCE STANDARDS

.1 Qualifications of Inspection and Testing Companies: .1 Companies engaged for inspection and testing shall provide equipment, methods of

recording and evaluation and knowledgeable personnel to conduct tests precisely as specified in reference standards.

.2 Testing Equipment: If requested, submit affidavits and copies of certificates of calibrator to verify that equipment was calibrated, and its accuracy ensured within the previous twelve months.



.2 Reference Standards:

.1 Perform inspection and testing in accordance with standards quoted and as required by procedures specified in reference standards in Specification Sections applicable to the Work being inspected and tested.

1.6 SUBMITTALS

.1 Submit copies of inspections and test reports as specified for “Source Quality Control” and “Field Quality Control” immediately when they are completed.

.2 Submit four copies of each report unless specified otherwise and signed by a responsible officer of the inspection and testing laboratory.

.3 Submit an additional report directly to applicable design engineer immediately when it is completed.

.4 Each report shall include: .1 Date of issue .2 Project Name and Number .3 Name and address of inspection and testing company .4 Name and signature of inspector or tester .5 Date of inspection or test .6 Identification of product and Specification Section covering inspected or tested work .7 Location of inspection or from which tested material was derived .8 Type of inspection or test .9 Remarks and observations on compliance with Contract Documents

.5 Submit inspection and testing reports to the Consultant.

1.7 RESPONSIBILITIES OF THE CONTRACTOR

.1 Inspection and testing performed by firms engaged for Source and Field Quality Control specified in other Sections shall not relieve the Contractor from responsibility of performing his Work in accordance with the Contract Documents.

.2 Provide access for inspection and testing personnel to Work in progress and to fabricator’s operations.

.3 Provide samples of materials to be tested in required quantities at locations testing is performed.

.4 Submit copies of mill test reports in accordance with Section 01 33 00.

.5 Provide labour and facilities for: .1 Assistance to facilitate inspections and tests .2 Storing of concrete specimens at required temperatures and free from vibration, in

conformance with reference standards and inspection and testing company instructions. .3 Obtaining and handling of samples at site and plant.

.6 Notify Owner and inspection and testing company at least 48 hrs. before work to be inspected and tested commences.

.7 When it is discovered on inspection that work is proceeding with incorrect materials or methods, ensure that corrections are immediately made and that work improperly completed is replaced.

1.8 RESPONSIBILITIES OF INSPECTION AND TESTING COMPANIES

.1 Determine from Specification and Drawings the extent of inspection and testing work required for work of Contract. Notify the Consultant of any omissions or discrepancies in work specified.

.2 Perform applicable inspection and testing work described in the Specification and as may be additionally directed.



.3 Provide competent inspection and testing personnel when notified by the Contractor that applicable work is proceeding. Inspection personnel shall cooperate with the Owner and Contractor to expedite the work.

.4 Inform the Consultant and/or Owner of intended scheduling of inspections and of each visit of inspection personnel to the work site and fabricator’s operations.

.5 Notify the Consultant of deficiencies and irregularities in work immediately when they are observed in course of inspection and tests.

.6 Inspection and testing companies shall not perform any of the Contractor’s Work, and shall not authorize: .1 Performance of Work that is not in strict accordance with the Contract Documents .2 Approval and acceptance of any part of the Work.

.7 Text: Manufacturer's printed data, or typewritten data, (cut sheets).

.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

.9 Equipment data sheets for architectural (door closers, panics), mechanical and electrical systems (refer to template).

1.9 INSPECTION AND TESTING PROCEDURES

.1 Perform specified inspections and testing only in accordance with specified reference standards, or as approved.

.2 Observe and report on compliance of Work to requirements of Contract Documents.

.3 Ensure that inspections are on site or at fabricator’s operations for full duration of critical operations, and as otherwise required to determine that Work is being performed in accordance with the Contract Documents.

.4 Identify samples.

.5 Identify source of materials.

.6 Review and report on progress of Work. Report on count of units fabricated and inspected at fabricator’s operations.

.7 Observe and report on conditions of significance to Work in progress at time of inspection or at fabricator’s operations. Include where applicable and if critical to Work in progress. .1 Time and date of inspection .2 Temperature of air, materials, and adjacent surfaces .3 Humidity of air, and moisture content of materials and adjacent materials .4 Presence of sunlight, wind, rain, snow and other weather conditions

.8 Ensure that only materials from the Work and intended for use therein are tested where required by the Specification.

.9 Determine locations for Work to be tested.

1.10 REVIEW BY CONSULTANT

.1 The Consultant may order any part of Work to be reviewed if Work is suspected to be not in accordance with Contract Documents. .1 If, upon review such work is found not in accordance with Contract Documents, correct such Work and pay cost of additional review and correction. .2 If such Work is found in accordance with Contract Documents, the Owner will pay cost of

review and replacement.



1.11 INDEPENDENT INSPECTION AGENCIES

.1 The Owner and/or Consultant may require the use of external Testing Agencies to assure construction quality and code compliance. The Contractor will allow Testing Agency access to Work.

.2 Provide necessary equipment required for executing inspection and testing by appointed agencies. Employment of inspection and testing agencies does not relax responsibility to perform Work in accordance with Contract Documents.

.3 If defects are revealed during inspection and/or testing, appointed agency will require additional inspection and testing to ascertain full degree of defect. Correct defect and irregularities as advised by Consultant at no cost to Owner. Contractor will be responsible to pay costs for retesting and re-inspection.

1.12 INSPECTION BY AUTHORITY

.1 Allow Authorities Having Jurisdiction access to Work, including off site manufacturing and fabrication plants. If part of Work is in preparation at locations other than Place of Work, allow access to such Work whenever it is in progress.

.2 Give timely notice requesting inspection whenever portions of the Work are designated for special tests, inspections or approvals, either when described in the Contract Documents or when required by law in the Place of the Work.

.3 If Contractor covers or permits to be covered Work that has been designated for special tests, inspections or approvals before such is made, uncover such Work, have inspections or tests satisfactorily completed and make good such Work.

.4 The Contractor shall arrange for all inspections by Provincial authorities including, but not necessarily limited to the Provincial Plumbing, Electrical, Gas and/or Elevator Inspector.

1.13 TESTS AND MIX DESIGNS

.1 Furnish test results and mix designs as required.

.2 The cost of tests and mix designs beyond those called for in Contract Documents or beyond those required by law of Place of Work shall be reviewed by Consultant and may be authorized as recoverable.

.3 Submit two (2) copies of inspection and test reports to Consultant and include copies in Maintenance Manual

1.14 DEFECTIVE WORK

.1 Defective work discovered before expiration of guarantee period specified in the General Conditions of the Contract, as may be extended in this Specification, will be rejected, whether or not it has been previously inspected.

1.15 REJECTED WORK

.1 Remove defective Work, whether result of poor workmanship, use of defective products or damage and whether incorporated in Work or not, which has been rejected by Consultant as failing to

conform to Contract Documents. Replace or re-execute in accordance with Contract Documents. .2 The Consultant and Owner shall have the right to reject any item of work that does not conform to

the Contract Documents and accepted standard of performance, quietness of operation, finish, and appearance.

.3 Make good other Contractor's work damaged by such removals or replacements promptly.

.4 If in opinion of Consultant it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner may deduct from Contract Price the difference in value



between Work performed and that called for by Contract Documents, amount of which shall be determined by Consultant.

1.16 MOCK-UPS

.1 Prepare mock-ups for Work specifically requested in specifications. Include for Work of all Sections required to provide mock-ups.

.2 Construct in locations acceptable to Consultant and as specified in specific Section.

.3 Prepare mock-ups for Owner’s and/or Consultant's review with reasonable promptness and in an orderly sequence, so as not to cause any delay in Work.

.4 Failure to prepare mock-ups in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

.5 Remove mock-up at conclusion of Work or as indicated by the Consultant.

1.17 EQUIPMENT AND SYSTEMS

.1 Submit adjustment and balancing reports for mechanical and electrical systems.


Mount Allison University Construction Facilities and Temporary Controls Section 01 52 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

.1 Include in the work construction and temporary facilities required as construction aids or by jurisdictional authorities, or as otherwise specified. Install to meet needs of construction as Work progresses. Maintain construction and temporary facilities during use, relocate them as required by the Work, remove them at completion of need and make good adjacent Work and property affected by their installation.

.2 Construct temporary Work of new materials unless use of second-hand materials is approved.

.3 Ensure that structural, mechanical and electrical characteristics of temporary facilities are suitable and adequate for use intended. Be responsible that no harm is caused to persons and property by failure of temporary facilities because of placing, location, stability, protection, structural sufficiency, removal or any other cause.

.4 Prepare shop drawings and specifications of temporary Work and submit for approval if required to jurisdictional authorities and to Owner in accordance with Section 01 33 00 - Submittals.

.5 Locate temporary facilities as directed by Facilities Management.


.1 Section 00 10 00 – General Instructions


.3 Section 01 35 50 – Construction Safety Requirements

1.2 KEYS AND ACCESS CONTROL

.1 At the start of the Project, the Contractor shall submit a Contractor Key Requisition and obtain approved keys from Facilities Management who will determine which keys are to be issued.

.2 When access to secure rooms, such as custodial and communications rooms are required the Contractor shall contact Facilities Management to obtain access. Access is available for one day at a time and any keys shall be returned before 4:00 PM of the same day. The Contractor is responsible for keeping the room locked when no one is in the room or after working hours.

1.3 EXISTING FURNITURE AND EQUIPMENT

.1 The Owner will remove or relocate existing movable furniture and equipment from the areas in which the Contractor is working. Notify the Owner not less than five days prior to starting work in areas where furniture and equipment require moving.

1.4 PROTECTION OF WORK, PROPERTY AND PERSONS

.1 Include in Work necessary methods, materials and construction to ensure that no damage or harm to Work, materials, property and persons results from the Work of this Contract.

.2 Utility Tunnel protection: provide adequate planking across tunnels to distribute loads and prevent damage and, if necessary, provide temporary shoring inside tunnel areas.

.3 Tree and plant protection: The Contractor will erect protective fencing around trees and planting where required: .1 In the event that damage resulting from Work occurs which, in the opinion of the

Consultant and/or Owner, requires plant replacement; the Contractor shall be assessed damages according to the current schedule on file with the Owner.

.2 If at any time the Contractor judges that the protection of plant materials designated to be saved is incompatible with the Work required, or if operations necessarily threaten the

health of any plant material, notify immediately the Construction Manager and do not do any further work affecting the area until a written agreement is reached concerning

acceptable procedure. .4 Do not damage root systems of existing trees which are to remain, and future landscaped areas, by

piling of surplus soil over them, by dumping concrete flushings, or debris over them, or by cutting when excavating and grading. Do not use trees for anchorage of rigging cables.



.5 Protect, and if damaged, make good adjacent private and public property.

.6 Keep surfaces, on which finish materials will be applied free from grease, oil and other contamination which would be detrimental in any way to the application of finish materials.

.7 Protect finished surfaces of completed work from damage by restriction of access or by use of physical means suitable to the material and surface location. Maintain protection until acceptance of the work by the Owner. Establish with each Subcontractor the suitability of such protection in each case.

.8 Protect existing mechanical, electrical, telephone and similar services from damage. If necessary, relocate active services to ensure that they function continuously in safety and without risk of damage.

.9 Prevent spread of dust beyond the construction site by wetting or by other approved means, as it accumulates.

.10 All work on site shall be in accordance with the Project Environmental Plan and the DOE Regulations.

.11 Pedestrians and/or street lighting: whenever the work of this contract requires removal, replacement and/or short-term disconnection of pedestrian and/or street lighting, the Contractor will provide temporary lighting equal to that removed, replaced, and/or disconnected until the permanent fixtures are installed and energized.

1.5 SERVICES

.1 The Owner will furnish free of charge to the Contractor all necessary water and electricity. The Owner reserves the right to restrict the use of its utilities if, in the opinion of the Owner, the Contractor fails to adequately conserve utilities or to use utilities appropriately. If Owner restricts use of facilities, the Contractor shall obtain required services from public utilities at no additional cost to the Owner.

.2 Temporary Electric Power: .1 Electric power will be provided by the Owner for all construction purposes. .2 Power consumption shall not disrupt owners need for continuous service. .3 The Contractor shall provide, at his own expense, temporary service wiring, transformers,

receptacles, fixtures, connections, etc. conforming to Canadian Electrical Code and shall make such available to all trades throughout the project.

.4 The Contractor, at his own expense, shall be responsible to hook-up to existing power source at approved location, and to provide temporary power outlets and/or panels for small tools only as necessary for himself and the various Subcontractors and wiring from temporary power source to these outlets and/or panels.

.5 The Contractor shall disconnect and remove temporary services when no longer required .3 Temporary Lighting:

.1 Provide and maintain temporary lighting throughout the project. Ensure level of illumination on floors and stairs is not less than 162 lx.

.4 Telephones: .1 Provide and pay for temporary telephone and fax machine necessary for own use in job

site construction trailer. If job site trailer is not used the site superintendent must have a cellular telephone and arrangements are to be made on campus for a fax machine.

.5 Temporary Heating and Ventilation .1 No charge will be made for the cost of fuel for temporary heating when drawn from Heating

Plant. The Contractor shall provide at his own expense necessary piping, connections, valves, hoses, etc. and make same available to all trades throughout the project. The Contractor shall disconnect and remove temporary service when no longer required.

.2 Provide temporary heat and ventilation in enclosed areas as required to: .1 Facilitate the progress of the Work. .2 Protect the Work against dampness and cold. .3 Prevent moisture condensation on all surfaces. .4 Provide ambient temperatures and humidity levels for storage, installation, and

curing of materials.



.5 Provide minimum temperature of 10C in areas where construction is in progress.

.6 Provide adequate ventilation to meet health regulations for a safe work environment.

.3 Construction heaters used inside building must be vented to outside or be non-flameless type. Solid fuel salamanders are not permitted.

.4 Unless approved by Owner, electric heat, taken from power supplied by the Owner shall not be permitted.

.6 Temporary Water: .1 The Owner shall supply a single source of potable water on the site for the use of all

contractors, except as noted. .7 If required, the cost of running the temporary services and power for storage facilities and job trailers

shall be borne by the Contractor. .8 Sanitary Facilities:

1.2.1 Contractor shall provide sanitary facilities for work force in accordance with governing regulations and ordinances.

.2 Keep sanitary facilities clean and fully stocked with the necessary supplies at all times. .9 Fire Protection:

.1 Provide and/or maintain fire protection as required by jurisdictional authorities. .10 Connections to Utilities:

.1 Make arrangements for connections to utilities as required for temporary use during construction.

.11 Eating Areas: .1 The Contractor shall, subject to the approval of the Consultant and/or Owner, designate

areas for eating. Provide adequate trash containers, and maintain area in sanitary condition, free from rodents and pests. Food leftovers shall not be allowed to spread beyond the trash container in the designated eating areas. The trash containers in designated eating areas shall be emptied at least once each working day.

1.6 HOARDING

.1 Site security is the responsibility of the Contractor. Erect hoarding to protect public, workers and private property from injury or damage. Site Hoarding, barricades and barriers shall be constructed in accordance with good practice and all applicable regulations. Refer to Section 01 35 50 -Construction Safety Requirements.

.2 Mount Allison University will not be held responsible for any property loss or damage to any equipment and/or materials left on site during the re-roofing project.

1.7 SCAFFOLDING AND HOISTING

.1 With prior permission, elevators in existing buildings may only be used for access and moving of construction materials and equipment. The use of elevators in existing buildings must be coordinated with Facilities Management. In most cases the Contractor's use of the elevator will be restricted to specified hours throughout the day. The contractor is responsible for the safe use of the elevator and protecting all finishes.

.2 Contactor shall provide all scaffolding necessary for execution of his work, each user of scaffolding shall be responsible for its examination and testing for sufficiency before using it.

.3 The Contractor shall select, operate and maintain hoisting equipment and cranes as may be required. Operate such equipment only by qualified hoist or crane operators. Co-ordinate location and use of hoisting equipment with the Owner.



1.8 SECURITY

.1 Mount Allison University does not provide any security service for construction sites. Should the Contractor wish to have his site attended, it will be his responsibility to provide this service at his own expense. The Contractor shall ensure that all storage facilities are properly closed with secure barricades and all temporary doors or gates are equipped with locking hardware.

.2 The Contractor shall provide the Owner with names and phone numbers to contact at night, in case of an emergency. This list should be provided on the contractor's letterhead and include the name of the project.

.3 Security shall be provided at all times construction is shut down because of strike or lockout.

.4 During construction, all openings into the Owner’s buildings must be protected against unauthorized entry. Contractor shall provide closures, approved by the Owner, including locked doors or hatches at any openings created by the Contract Work.

.5 Keys to all access doors and gates shall be left with the Owner in case emergency access is required.

1.9 CONTRACTOR'S ACCESS PARKING AND STAGING AREAS

.1 Work included in this project will need to be performed within the limitations of available access at the site. The University shall limit the area available for staging and parking due to the additional number of construction projects and conference requirements during the execution of this contract. Contractor shall adjust the means and methods of construction to allow for the restrictions surrounding the site.

.2 All parking on campus except for some parking on Town streets is under control and authority of Campus Security. See Mount Allison Parking & Access procedures attached below.

.3 Types of parking and staging are defined as follows: .1 Staging Areas are approved areas adjacent to the site when available. General Staging

Areas may be used for any purpose, including designated contractor parking, on a space available basis, but must be coordinated through Facilities Management. Vehicles may not park outside of general staging areas.

.2 Restricted Staging Areas are approved areas near the site for the construction dumpster, off-loading of equipment, contractor’s work trailer, and materials that are soon to be

incorporated into the work. No vehicles shall park in a restricted staging area for more than 20 minutes.

.3 Contractor Employee Parking areas for workers needing parking on campus may park in designated areas only. All other vehicles will be towed at the expense of the owner of the vehicle.

Contractor will be issued parking passes which may be used for the duration of the project, please review attached parking procedures.

.4 The designated staging area for this project shall be reviewed during the scheduled site visit. In case the staging areas for this project are located in landscaped areas, the contractor shall protect all trees located within the staging areas to the drip line of the trees. Sod and planting beds within the staging areas shall be restored to a “like-new” condition upon completion of the work.

.5 The contractor shall reimburse the University for any or all damages done by vehicles that are parked on sidewalks or in landscape areas outside the designated staging areas which cause damage to University property.

1.10 CONSTRUCTION TRAFFIC

.1 Construction access to the work areas within existing building for workers and delivery of materials shall be designated by Facilities Management. No other existing exits or entrances shall be used by workers for access or for delivery of materials.

.2 The Contractor shall conduct construction operations with minimum interference to adjacent roadways, sidewalks and access facilities in general and shall keep such areas free from materials, debris and equipment at all times. The Contractor shall not close or obstruct existing roadways,



sidewalks, parking areas or delivery points and shall not place or store materials or park cars on same.

.3 Specific requirements of snow removal or weather protection relating directly to the Work of the Contractor will be provided by the Contractor at his own expense.

.4 The Contractor shall cooperate in all ways with the Owner in all matters concerning necessary interference with normal operation of all Campus facilities. Minimizing disruption of normal campus operation and vehicular movements on Campus is an essential requirement of the Contract.

.5 The Contractor shall: .1 Include project phasing strategies in the construction schedule to minimize traffic

disruption on Campus. .2 Provide one (1) week minimum notice to the Owner, previous to any disruption or alteration

of access to the Campus. The Contractor shall provide all signs, pylons and flag persons necessary to direct vehicular traffic around work in progress.

.3 The Contractor shall maintain access to existing fire hydrants and Siamese connections and shall keep entrances and exits to existing and adjacent buildings clear at all times.

1.11 PROJECT IDENTIFICATION

.1 No installation of signs by Contractor permitted, with the exception of company sign on main job trailer, mounted below the roof line of the trailer.

1.12 CONTRACTOR’S FIELD OFFICE

.1 Locate field office and sheds as directed by the Owner.

.2 No field offices, lunchrooms, storage rooms, etc. of Contractor and the Subcontractors shall be located within the building unless authorized by the Owner.

1.13 CONSTRUCTION PARKING CONTROL

.1 No parking is allowed outside of the Contractor’s hoarding unless the area has been designated on the drawings as being reserved for the Contractor. In most cases contractors working on renovations to existing Buildings will not be provided with on-site parking and only time-limited loading permits will be issued.

.2 Vehicles to be parked on the Campus shall be governed by the University Parking & Access Policy #7605 and shall be controlled by Facilities Management. Refer also to Section 00 10 00 General Instructions.

1.14 STORAGE SPACE – USE OF THE WORK

.1 Site storage space may not be obtainable. There shall be no obligation on the part of the Owner to provide any storage space in direct vicinity of the work area.

.2 Confine work and operations of employees by Contract Documents. Do not unreasonably encumber premises with Products.

.3 Do not load or permit to load any part of Work with a weight or force that will endanger the Work.



MOUNT ALLISON UNIVERSITY PARKING AND VEHICLE ACCESS POLICY 7605 FOLLOWS

1. PARKING Parking is only permitted in designated parking lots and, where parking spaces are marked, within marked spaces. Within lots where parking spaces are not marked, parking is not permitted on lawns or where it will prevent other vehicles from entering or exiting the lot. 1.1 General Parking Except for vehicles which have been issued overnight parking passes (see 1.2 below), general parking is only available between 06:00 a.m. to 01:00 a.m. in a. the Bermuda Parking Lot (behind Bermuda House), b. the Convocation Hall Parking Lot (beside Convocation Hall), c. the Dunn Parking Lot (on the corner of Salem and York streets); d. the Lansdowne Parking Lot (on the corner of Lansdowne and Park streets), e. the Rectory Lane Parking Lot (at the end of Rectory Lane), and f. the Hillcrest Parking Lot (on the corner of Salem and York streets behind the Observatory), and between 06:00 a.m. to 03:00 a.m. in g. the King Street Parking Lot (off King Street), and h. the Thornton and Edwards Parking Lot (beside Thornton and Edwards houses). 1.2 Overnight Parking Overnight parking is permitted in specified areas but only for vehicles in respect of which overnight parking passes have been issued. Students living in residence may obtain such passes from Housing for their own vehicles and may receive temporary passes from their dons or residence assistants on duty for the vehicles of their guests. Others may receive such passes from Facilities Management or Conferences. The parking lots, which contain limited areas within which vehicles with passes can park overnight, are as follows: a. the Bermuda Lot (behind Bermuda House); b. the King Street Parking Lot (off King Street); c. the Lansdowne Lot (on the corner of Lansdowne and Park streets); and d. the Thornton and Edwards Lot (behind Thornton and Edwards houses). 1.3 Exceptions Exceptions to the above regulations may be required for maintenance vehicles, special events, and special needs access. All exceptions require the prior approval of Facilities Management. 1.4 Designated Parking Unauthorized vehicles may not park in designated parking spaces.



1.5 Disabled Parking Use of disabled parking spaces requires the display of the blue disabled parking permit. 2. VEHICLE ACCESS Access to campus walkways is restricted to SERVICE VEHICLES ONLY. Exceptions will be made for the delivery or pick-up of items that are too heavy or bulky to move from a designated parking lot. In such a case, a key to remove any barrier limiting access can be obtained from Facilities Management. While the vehicle is on campus four-way lights must be used. The vehicle must be removed from campus immediately after the delivery or pickup and the barrier key returned to Facilities Management by 04:00 p.m. ALL those driving on campus must yield to pedestrians and proceed with due care taking into account that Mount Allison is a pedestrian campus. 2.1 Contractor Vehicles Contractors may be issued special permission passes by Facilities Management for vehicles carrying tools and materials. 3. ENFORCEMENT A warning may, but will not necessarily, be issued to educate those who have violated this policy. Whether a warning has been issued or not, the University may TOW, at the owner’s risk and expense, vehicles found in violation of this policy. Enforcement will only be on an occasional basis. Therefore, lack of enforcement will not be accepted as an excuse for violating this policy.

***END OF MTA PARKING AND VEHICLE ACCESS POLICY 7605***

Mount Allison University Common Product Requirements Section 01 61 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1.1 GENERAL

.1 Products refer to materials, manufactured components and assemblies, fixtures and equipment incorporated in the Work.

.2 Use only products of Atlantic Canada manufacturers to the fullest extent to which they are procurable consistent with proper economic and expeditious carrying out of the Work. If Atlantic manufacturer is not possible, then Canadian manufacturer should be used to the full extent that it is similarly procurable.

.3 Products for use in the Project and on which the Tender was based shall be in production at that time, with a precise model and Shop Drawings available for viewing.

.4 Where equivalent products are specified, or where alternatives are proposed under Asubstitution of products@, these products claimed by the Contractor as equivalent shall be comparable in construction, type, function, quality, performance and where applicable, in appearance, as approved. Where specified equivalents are used in the Tendered lump sum price for the Work, they shall be subject to final approval.

.5 Incorporate products in the Work in strict accordance with manufacturer’s directions unless specified otherwise.

.6 Products delivered to the Project site for incorporation in the Work shall be considered the property of the Owner. Maintain protection and security of products stored on the site after payment has been made for them.

.7 Do not install permanently incorporated labels, trademarks and nameplates in visible locations unless required for operating instructions or by jurisdictional authorities.

1.2 REQUIREMENTS AND PROCEDURES FOR PRODUCT

.1 The Contract is based on the standards of quality established in the Contract Documents.

.2 Substitution or approved equivalent revisions shall be made only with the written prior acceptance of the Consultant.

.3 All requests for substitutions or approved equivalents must be on the Contractor’s letterhead and shall be accompanied by complete specifications, samples, records of performance, certified copies of tests by impartial and recognized laboratories and such other information as the Consultant may reasonably request to prove the merit of the proposed revisions.

.4 The Contractor assumes the responsibility for capacity, dimensions, clearances etc., of the named manufacturer’s particular item to assure that the revision meets the requirements.

.5 The Contractor shall assume the cost of any redesign, in the form of changes to the drawings, or for the work of any other trades, or any other costs required to properly incorporate any revision associated with substitutions or use of approved equivalent products.

.6 Final decisions as to the quality and suitability of proposed revisions will rest solely with the Owner and will be based on proof submitted.

.7 When the Consultant approves a substitution or approved equivalent proposed by the Contractor, it is with the understanding that the Contractor certifies that the article or material is equivalent to or better that specified.

1.3 SPECIFIED PRODUCTS

.1 Products specified by manufacturer’s name, brand name or catalogue reference shall be the basis of the Bid and shall be supplied for the Work without exception in any detail, subject to allowable substitutions as specified.

.2 Where several proprietary products are specified, any one of the several will be accepted.

.3 For products specified by reference standards, the onus shall be on the supplier to establish that such products meet reference standard requirements. The Consultant may require affidavits from the Supplier, as specified in Section 01 33 00, or inspection or testing at the expense of the Supplier, or both, to prove compliance. Products exceeding minimum requirements established by reference standards will be accepted for the Work if such products are compatible with and harmless to Work



into which they are to be incorporated.

1.4 NO SUBSTITUTIONS

.1 The term “No Substitutions”, “Alternative Products not Acceptable”, or similar statements used in reference to product specification, shall mean that only the specified products will meet the needs of the University and that no other products will be considered at any time before or during the project.

1.5 SUBSTITUTION OF PRODUCTS PRIOR TO BID OPENING

.1 Written request, for consideration by the Consultant of proposed substitutions must be submitted by the bidder and received by the Consultant no later than seven calendar days prior to Bid Opening.

.2 Bidders will be informed by addendum of any approved substitutions.

.3 Only one request per bidder for substitutions will be considered for each product.

.4 Requests for approval of substitutions shall provide sufficient data to allow the Consultant to evaluate the suitability of the proposed product. Bidder to clearly identify product and model number of proposed substitutions.

1.6 SUBSTITUTION OF PRODUCTS DURING PROGRESS OF WORK

.1 Requests for approved equivalents will only be considered when specified products are either no longer available or will not be available when required by the CPM schedule and if the delay is caused by conditions beyond the Contractor’s control.

.2 The term “or an approved equivalent”, “approved equivalent” or similar statements, when used herein in connection with manufacturers’ products, shall be understood to mean products that are equally effective and suitable for their intended use; based on the judgment of the Consultant, whose decision shall be final.

.3 Obtain approval for substitutions. Application for approval of substitutions shall be made only by the Contractor. Process proposals for substituted Work in accordance with procedures established for changes in the Work.

.4 Submit, with request for substitution, documentary evidence that substituted products are equal to or superior to, approved products and a comparison of price and delivery factors for both specified or approved products, and proposed substitute.

.5 Ensure that substituted products can be both physically and dimensionally incorporated in the Work with no loss of intended function, performance, space or construction time, and that spare parts and service are readily available. The Contractor shall be responsible for additional installation costs, including architectural and engineering fees, required by incorporation of substituted products, and for adaptations made otherwise necessary to ensure that above requirements are satisfied.

.6 Time extensions and additional costs resulting from use of approved equivalent products will not be considered.

1.7 PRODUCT HANDLING

.1 Manufacture, pack, ship, deliver and store products so that no damage occurs to structural qualities and finish appearance, nor in any other way detrimental to find their function or appearance, or both.

.2 Ensure that products, while transported, stored or installed are not exposed to an environment which would increase their moisture content beyond the maximum specified.

.3 Schedule early delivery of products to enable Work to be executed without delay. Before delivery, arrange for receiving at site.

.4 Deliver packaged products and store until use in original unopened wrapping or containers with manufacturer’s seals and labels intact.

.5 Label packaged products to describe contents, quantity and other information as specified.



1.8 STORAGE AND PROTECTION

.1 Store products on site or in storage sheds with secure protection against all harmful environmental conditions. Prevent damage, adulteration, staining or soiling of materials while stored.

.2 Store products in accordance with manufacturer’s instructions, with seals and labels intact and legible. Store sensitive products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer’s instructions.

.3 Store steel, lumber, masonry units, precast concrete work and similar products on platforms raised clear of the ground. Cover products subject to deterioration with impervious sheet covering provide ventilation to avoid condensation.

.4 Store finished products and woodwork under cover at all times.

.5 Store and handle flammable liquids and other hazardous materials in approved safety containers and as otherwise prescribed by safety authorities. Store no flammable liquids or other hazardous materials in bulk within the Project.

.6 Storage and special protection requirements may be repeated, and additional requirements specified in other Sections.

.7 Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged and are maintained under required conditions.

.8 Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter.

1.9 DEFECTIVE PRODUCTS AND WORK

.1 Products and Work found defective; not in accordance with the Specifications; or defaced or injured through negligence of the Contractor, his employees or Subcontractors, or by fire, weather or any other cause will be rejected for incorporation in the Work.

.2 Remove rejected products and Work from the premises immediately.

.3 Replace rejected products and Work with no delay after rejection. Provide replacement products and execute replacement Work precisely as required by the Contract Documents for the defective Work replaced. Previous inspection and payment shall not relieve the Contractor from the obligation or providing sound and satisfactory Work in compliance with this Contract Documents.

1.10 WORKERS, SUPPLIERS AND SUBCONTRACTORS

.1 Assign work only to workers, suppliers and Subcontractors who have complete knowledge, not only of the conditions of the Contract Documents, but of jurisdictional requirements and reference standards and specifications.

.2 Give preference to use of local workers, suppliers and Subcontractors wherever possible.

1.11 WORKMANSHIP

.1 Unless otherwise specified in a more detailed manner, workmanship shall be of the highest quality recognized by Trade executing the Work in accordance with standard practices, by the best methods recommended by the manufacturer of the product, and as approved by the Consultant.


Mount Allison University Cutting & Patching Section 01 73 30 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 Requirements and limitations for cutting and patching the Work.

1.2 SUBMITTALS

.1 Submit written request in advance of cutting or alteration which affects: .1 Structural integrity of any element of Project. .2 Integrity of weather-exposed or moisture-resistant elements. .3 Efficiency, maintenance, or safety of any operational element. .4 Visual qualities of sight-exposed elements.

.2 Include in request:

.1 Identification of Project.

.2 Location and description of affected Work.

.3 Statement on necessity for cutting or alteration.

.4 Description of proposed Work, and products to be used.

.5 Alternatives to cutting and patching. .6 Date and time work will be executed.

1.3 MATERIALS

.1 Required for original installation.

.2 Change in Materials: Submit request for substitution in accordance with Section 01 33 00 - Submittals.

1.4 PREPARATION

.1 Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

.2 After uncovering, inspect conditions affecting performance of Work.

.3 Beginning of cutting or patching means acceptance of existing conditions.

.4 Provide supports to assure structural integrity of surroundings; provide devices and methods to protect other portions of project from damage.

.5 Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water.

1.5 EXECUTION

.1 Execute cutting, fitting, and patching including excavation and fill, to complete Work.

.2 Fit several parts together, to integrate with other Work.

.3 Uncover Work to install ill-timed Work.

.4 Remove and replace defective and non-conforming Work.

.5 Provide openings in non-structural elements of Work for penetrations of structural, mechanical and electrical Work for openings larger than 8” in diameter. For openings smaller than 8” refer to individual sections where work is indicated.

.6 Execute Work by methods to avoid damage to other Work, and in such a manner as to prevent voiding warranties, and which will provide proper surfaces to receive patching and finishing.

.7 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces.

Mount Allison University Cutting & Patching Section 01 73 30 Miscellaneous Roofing Project Page 2 Project # MISC-20-06 June 09, 2020


.8 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed on masonry work without prior approval.

.9 Restore work with new products in accordance with requirements of Contract Documents.

.10 Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

.11 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with approved firestopping and smoke sealing materials, full thickness of the construction element, as required to maintain the required fire resistance and smoke spread rating.

.12 Refinish surfaces to match adjacent finishes: For continuous surfaces refinish to nearest intersection; for an assembly, refinish entire unit.

.13 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise.

.14 Use sleeves where required or specified in the work of other sections.


Mount Allison University Cleaning Section 01 74 11 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL

.1 Conduct cleaning and disposal operations to comply with requirements of the local ordinances and anti-pollution laws. No burning of waste materials is permitted on University Property.

.2 Store volatile waste in covered metal containers and remove from premises at end of each working day.

.3 Prevent accumulation of wastes which create hazardous conditions.

.4 Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose.

1.1 MATERIALS

.1 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer.

1.2 PROJECT CLEANLINESS DURING CONSTRUCTION

.1 Maintain worksite in a tidy condition, free from all surplus material, waste material, dirt and rubbish caused by his employees or work. Control dust migrating to occupied areas and isolate ventilation systems during renovations.

.2 Where required, Contractor and/or his sub-trades will provide entrance mats, to be utilized at the construction site to prevent tracking dirt and debris throughout the building.

.3 Maintain all access to construction area free from accumulations of dust, waste materials and rubbish. Daily vacuum areas affected and immediately clean up spills or debris that can be tracked to other parts of the building.

.4 Floor Surfaces (tile & carpet) shall be protected during demolition and construction 201s to ensure floor surfaces are not damaged. Protect all new finishes until occupancy. Put down heavy building paper to protect the floors until inspection and final acceptance.

.5 Remove waste materials from site at regularly scheduled times or dispose of as indicated in Section 01 35 50 – Construction Safety Requirements. Do not burn waste materials on site. Failure to clean-up and remove excess materials and debris will be back-charged by the University.

.6 When required clear snow and ice from access to building, bank/pile snow in designated areas only.

.7 Provide on-site dump containers for collection of waste materials and debris. Where required provide and use clearly marked separate bins for recycling. Unless indicated otherwise, University waste containers are not to be utilized by Contractors.

.8 Store volatile waste in covered metal containers and remove from premises at end of each working day.

.9 Vacuum clean interior building areas when ready to receive finish painting and continue vacuum cleaning on an as-needed basis until space is ready for substantial completion or occupancy.

.10 Schedule and control cleaning operations so that resulting dust, debris and other contaminants will not fall on wet, newly painted surfaces, foul other areas of the building, nor contaminate building systems.

.11 Clean interior areas prior to start of finish work and maintain areas free of dust and other contaminants during finishing operations.

.12 The use of drop cloths is mandatory to prevent staining and dirtying of finished floor surfaces.

.13 Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose.

.14 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer.



1.3 FINAL CLEANING

.1 At completion of the Work, just prior to substantial performance inspection and takeover by the Owner, a general cleaning of the areas affected shall be carried out by the Contractor.

.2 Final cleaning is to be conducted by a firm licensed to practice in New Brunswick, engaged full time in the business of commercial, industrial and institutional cleaning, and having the necessary expertise, equipment, materials and trained manpower and supervisory personnel assigned to complete the cleaning to a standard deemed acceptable to the University.

.3 The Contractor shall clear roof, grounds and exterior paved areas and walks of all construction debris, dirt, dust, paint droppings etc. and shall replace any damaged grass or landscaping, leave in condition to the satisfaction of the Consultant and the Owner.

.4 Remove temporary protections and make good defects before commencement of final cleaning.

.5 Existing improvements, inside or outside which are disturbed, damaged or destroyed by the Work under the Contract shall be restored to the condition in which they originally were, or to the satisfaction of the Consultant.

.6 Plumbing: Examine, clean and polish all plumbing fixtures, fittings and exposed plated piping. Remove all labels, oil, stains, dust, dirt, paint and leave without finger marks or other blemishes.

.7 Hardware: Clean and polish all hardware including doors and windows and their frames and leave clean and free from paint, grease, dirt, etc. wash glass inside and outside. Examine and adjust all doors, sash and hardware; leave all in perfect working order.

.8 Electrical: Examine, clean and polish all electrical fixtures including glassware, switch plates etc. to produce intended appearance and use, remove any stains, paint, dirt and dust.

.9 In preparation for Substantial Completion or occupancy, conduct inspection of sight-exposed interior and exterior surfaces.

.10 Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials, from sight- exposed interior and exterior finished surfaces including glass and other polished surfaces.

.11 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, mechanical and electrical fixtures. Replace broken, scratched or disfigured glass. Clean lighting reflectors, lenses and other lighting surfaces.

.12 Remove debris and surplus materials from crawl areas and other accessible concealed spaces.

.13 Replace heating, ventilating and air conditioning filters if units were operated during construction. Vacuum interior of ducts.

.14 Where the size of the project does not warrant the level of cleaning expertise as called for above, the Contractor shall ensure that the work area and adjacent areas affected by the work are cleaned to a standard acceptable to the University. Where new tile flooring has been installed, the Contractor, just prior to take over, shall have the flooring scrubbed clean in accordance with the Manufacturer’s recommended practice

.15 Equipment: Carefully and thoroughly clean all items of equipment, mechanical, electrical, cabinets, ductwork etc. Remove all paint spots, stains, rubbish, and debris from all areas and broom clean. Brush off, dust and polish all ledges, stairs, glazed walls, etc.

.16 Floors: Thoroughly clean all floors. Vacuum and clean carpeting. Contractor is responsible for shampooing of pre-existing carpet upon completion of project. Unless otherwise noted, sealing and waxing resilient flooring will be carried out by Contractor. See specific flooring section for detailed requirements. New floors will be scrubbed and coated with the manufacturer’s recommended surface coating where applicable. .1 New flooring is to be sealed with a sealer compatible with new flooring. .2 The floor sealer (one coat) for tile and sheet flooring is to be confirmed with owner prior to

providing any floor care .17 Prior to final completion or Owner occupancy, the Contractor shall conduct an inspection of sight-

exposed surfaces, and all work areas, to verify that the entire work is clean and ready for inspection.



1.4 CLEANING MATERIALS

.1 Use products which minimize environmental impact, including indoor air quality.

.2 Avoid VOC’s (Volatile Organic Compounds) or give preference to Low VOC’s whenever possible

.3 Obtain recommendations for cleaning .1 New materials affected: from manufacturers of product installed .2 Existing materials affected: from Facilities Management Custodial Department, through

the Project Manager.

1.5 HANDOVER or TURNOVER PROCEDURES

.1 Before project handover or User occupancy, the Contractor must contact Consultant and/or Owner to schedule general cleaning and subsequent inspection as per Facilities Management Custodial Floor Cleaning Guidelines.


Mount Allison University Close Out Procedures Section 01 77 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 Administrative procedures preceding close-out of Work.


.1 Section 01 74 11 - Cleaning

.2 Section 01 78 00 - Closeout Submittals

.3 Section 01 78 10 – Maintenance Materials

.4 Section 01 78 20 - Operating & Maintenance Manuals

.5 Section 01 78 40 – Record Drawings

.6 Section 01 79 00 - Demonstration and Training

1.3 INSPECTION & DECLARATION

.1 Schedule and make arrangements with the Consultant for inspection and close out in the following stages.

.2 Inspection by Contractor to prepare for Substantial Performance: .1 Ensuring that Project meets requirements for Substantial Performance is the responsibility

of the Contractor. .2 The Contractor together with Subcontractors involved shall inspect the Work. .3 The Contractor shall prepare a list of uncompleted and unsatisfactory Work from these

inspections. .4 Issue these lists to Subcontractors concerned, Consultant and Owner.

.3 Application for Substantial Performance: .1 Upon completion of the preliminary inspection, submit Request for Substantial

Performance Inspection – Appendix “R1” to the Owner with a copy to the Consultant. .2 Include in the application:

.1 a statement to the Consultant and Owner that the Contract is Substantially Performed and the date upon which Total Performance is anticipated.

.2 a statement indicating the estimated value of deficiency holdback sum for release upon issuance of the Certificate of Total Performance. Please note that a deficiency holdback of at least 5% of the final contract value will be retained.

.3 a statement indicating the 15% statutory holdback sum for release upon issuance of the Certificate of Substantial Performance.

.4 a statement indicating the value of unsatisfactory work to be completed, and work of contract that cannot be completed through no fault of the Contractor.

.5 Submit with application for Certificate of Substantial Performance: .1 Maintenance manuals and operating instructions .2 Required Maintenance Materials .3 Project Record Drawings .4 Written guarantee covering all workmanship and materials used in Work .5 Maintenance bonds if specified

.3 The Substantial Performance inspection shall be scheduled to take place within ten (10) working days of the Contractor’s request.

.4 Present at the final inspection will be: .1 The Consultant and his Sub-consultants that he requires and notifies .2 The Owner and his representatives that he requires .3 The Contractor and such Subcontractors that he considers are required

.5 The Consultant shall compile a final deficiency list at this inspection and issue to the



Contractor and the Owner within five (5) working days. .6 The Contractor shall correct final deficiencies before a date agreed upon by all parties.

.4 Certificate of Substantial Performance:

.1 Upon approval by the Consultant that all requirements as set out in the specifications have been met, a Certificate of Substantial Performance will be issued to the Owner by the Consultant with a signed-off copy delivered to the Contractor. This Certificate will take the form of Appendix “S”.

.2 The Certificate of Substantial Performance will establish the date of the Consultant’s Inspection as the date of Substantial Performance of the Contract and will commence the required 60-day period before release of the statutory holdback amount.

.3 Certificate will include detailed deficiency list, and estimated value of deficiency holdback if greater than 5%, as established during Deficiency Inspection walkthrough. It is expected that the Contractor will rectify all deficiencies within 30 days.

.5 Certificate for Payment of Statutory Holdback amount:

.1 The Contractor shall submit Invoice requesting release of Statutory Holdback, invoice shall include Statutory Declaration, Proofs of Payment and Waivers of Lien, Workers Comp clearance certificate and updated Insurance documents.

.2 Within five working days of receipt of application for Release of Holdback amount and if all documents are in order, the Consultant will prepare a Certificate for Payment of the Holdback amount. This Certificate dated on the day following the termination of the 60-day period will be issued to the Owner with a copy delivered to the Contractor.

.3 The Owner will before the date of this Certificate ensure that no liens related to the Contract are registered and that no notice of liens has been received by the end of the 60-day period.

.4 Should no liens exist; the holdback will be due and payable one day after the termination of the 60-day lien period in the amount indicated on the approved application for Certificate of Substantial Performance.

.5 The Owner will review jointly with the Contractor and Consultant Insurance related to the Contract before the 60-day period is terminated to ensure that all parties are adequately covered.

.6 Establishment of Warranties:

.1 Warranties shall commence at date of Substantial Performance Certificate except for those not complete on that date.

.7 Application for Total Performance:

.1 The Contractor shall inspect the Work to establish its completion in accordance with the Contract Documents.

.2 Upon completion of all required deficiency work, submit Request for Total Performance Inspection – Appendix “R2” to the Owner with copy to the Consultant.

.3 Include in the application a copy of signed off deficiency list established at Substantial Performance.

.4 The final inspection shall be scheduled to take place within ten (10) working days of the Contractor’s submission, unless otherwise agreed to by all parties.

.5 When the Consultant and the Owner are satisfied that these corrections have been completed in a satisfactory manner, they shall schedule a re-inspection.

.6 Present at the final inspection will be: .1 The Consultant and his Sub-consultants that he requires and notifies



.2 The Owner and his representatives that he requires

.3 The Contractor and such Subcontractors that he considers are required .7 It is the intent of this Section that the Owner and the Consultant provide 2 complete formal

inspections of each area of the project, 1 at Substantial Performance and 1 inspection at Total Performance. All Owner and Consultant costs for travel and man-hours for additional inspections at either of these completion stages which are required either by failure of the Contractor to complete noted deficiency list items, or by erroneous notices that the Work is ready for such inspections, will be the responsibility of the Contractor. Such costs will be deducted from the Contract amount in the form of a Change Order.

.8 Certificate of Total Performance:

.1 When the Consultant is satisfied that all deficiencies have been rectified and the Work is complete, he shall arrange for the execution of Total Performance Certificate which will take the form of Appendix ’T’ which will be issued to the Owner by the Consultant with a signed-off copy delivered to the Contractor.

.2 The Certificate of Total Performance will establish the date of the Consultant’s Inspection as the date of Total Performance of the Contract and will allow the release of the deficiency holdback amount.

.3 Upon receipt of Total Performance Certificate the Contractor shall submit for final payment and upon receipt of the submission the Consultant shall submit to the Owner a Certificate of Final Payment.

.4 The Certificate will be in an amount equal to the remaining money due to the Contractor under the Contract and shall indicate the date of Total Performance.

.9 Warranty Period:

.1 The Consultant will advise the Contractor and the Owner of defects observed during Warranty periods and request him to remedy the defects in accordance with the Contract Documents.

.2 Thirty days before expiration of Warranties the Owner’s representatives, the Consultant and the Contractor will inspect the Work noting defects or products and workmanship.

.3 The Contractor shall immediately remedy such noted defects.

1.4 SYSTEMS DEMONSTRATION

.1 Prior to Request for Total Performance, demonstrate operation of each system to Owner and appropriate regulatory agencies.

.2 Perform demonstration in accordance with manufacturers’ recommended procedures.

.3 Upon completion of the Work and tests, instruct the Owner in the operation, adjustment and maintenance of systems and equipment furnished.

.4 The Owner will determine the date of starting the instruction. Contractor will coordinate with appropriate subcontractors, manufacturers and agencies. Provide instructions for systems installed, including but not limited to, the following: .1 Elevator equipment .2 Domestic hot water .3 Heating System .4 Storage Water System .5 Air Handling Systems .6 Fire Protection and Life Safety Systems .7 Power Distribution System .8 Fire Alarm and Communications .9 Building Automating System



.10 Any equipment requiring instruction

STEP ONE 1.1 Contractor prepares for Substantial Performance (Payment held at 95% of Total Project Value) 1.1.1 Submit List of Deficiencies/Uncompleted Work 1.1.2 Submit Draft version of O&M Manual 1.1.3 Submit Request for Substantial Performance Inspection STEP TWO 1.2 Project Submittals 1.2.1 Submit As-Built Drawings 1.2.2 Submit Maintenance Materials 1.2.3 Submit Final O&M Manuals 1.2.4 Submit Training Schedule 1.2.5 Submit Warranties and Guarantees 1.2.6 Submit Close-out Documentation 1.2.7.1 Maintenance Bond

1.2.7.2 Workers Compensation Certificate

1.2.7.3 Statutory Declarations

1.2.7.4 Waivers of Lien

1.2.7.5 Other as Required

1.2.7.6 Statutory Holdback Invoice STEP THREE 1.3 Receive Certificate of Substantial Performance (Statutory Holdback released 60 Days from Substantial Performance) 1.3.1 Contractor to Correct all deficiencies 1.3.2 Facilitate all Required Training and Commissioning 1.3.3 Submit Final Documents

1.3.3.1 Request for Total Performance Inspection

1.3.3.2 Signed Off Deficiency List

1.3.3.2 Release of Deficiency Holdback Invoicing

STEP FOUR 1.4 Receive Total Performance Certificate (Deficiency Holdback Released) 1.4.1 Receive Certificate of Total Performance 1.4.2 Established Date for Warranties and Guarantees 1.4.3 Release of Statutory Holdback Invoicing



APPENDIX “R1” - REQUEST FOR SUBSTANTIAL PERFORMANCE INSPECTION Form To Be Completed By Contractor and Faxed or Emailed to Owner and Consultant CONTRACTOR: DATE SUBMITTED: DATE EARLIEST INSPECTION REQUESTED: The work performed under this Contract has been reviewed by this Contractor and found to be substantially complete. The Contractor has read Section 01 77 00 and understands the requirements of the Project Documents. DEFINITION OF DATE OF SUBSTANTIAL PERFORMANCE The date of Substantial Performance of the Work or designated portion thereof is the Date certified by the Consultant and the Owner when construction is sufficiently complete and all required submittals as detailed in the Contract Documents have been received by the Owner and/or Consultant. A list of items to be completed or corrected, prepared by the Contractor, is attached. The date of commencement of warranties for items on the attached list will be the date of Total Performance unless otherwise agreed to in writing. To Be Completed By Consultant CONSULTANT: DATE RECEIVED: DATE INSPECTION SCHEDULED: SIGNATURE To Be Completed By Owner DATE RECEIVED: SIGNATURE:



APPENDIX “S” - CERTIFICATE OF SUBSTANTIAL PERFORMANCE Form To Be Completed By Consultant CONTRACTOR: CONSULTANT: The work performed under this Contract has been reviewed and found to be substantially complete. The Date of Substantial Performance of the Project or portion thereof designated above is hereby established as: DATE OF ISSUANCE: DEFINITION OF DATE OF SUBSTANTIAL PERFORMANCE The date of Substantial Performance of the Work or designated portion thereof is the date certified by the Consultant and the Owner when construction is sufficiently complete and all required submittals as detailed in the Contract Documents have been received by the Owner and/or Consultant. A list of items to be completed or corrected, prepared by the Consultant, is attached hereto. The failure to include any items on this list does not relieve the Contractor from his responsibilities as expressed by the Contract Documents. The date of commencement of warranties for items on the attached list will be the date of Total Performance Certificate unless otherwise agreed to in writing. Date _________________ Consultant Date _________________ Owner The Contractor and/or Supplier will complete or correct the Work on the list or items attached hereto within days from the above Date of Substantial Completion. Attached is a list of deficiencies to be corrected. This acceptance is not to be construed as relieving the Contractor from the responsibility of correcting other defects in the Work as may become apparent during the Warranty Period. (Attachment includes _____ pages)



APPENDIX “R2” - REQUEST FOR TOTAL PERFORMANCE INSPECTION: Form To Be Completed By Contractor and Faxed or Emailed to Owner CONTRACTOR: DATE SUBMITTED: DATE EARLIEST INSPECTION REQUESTED: SIGNATURE I hereby certify that the Work has been executed in accordance with the Contract Documents and good construction practice. The work performed under this Contract has been reviewed by this Contractor and found to be 100% complete. The Contractor has read Section 01 77 00 and understands that the Contractor will be charged a re-inspection fee if deficiencies identified on original Deficiency List have not been corrected and require additional inspection. Contractor to include Signed Deficiency List Attachment to confirm all Deficiencies have been corrected. DEFINITION OF DATE OF TOTAL PERFORMANCE The date of Total Performance of the Work or designated portion thereof is the Date certified by the Consultant when construction is complete in accordance with the Contract Documents, and all required submittals as expressed in the Contract Documents have been received by the Owner and/or Consultant. To Be Completed By Consultant CONSULTANT: DATE RECEIVED: DATE INSPECTION SCHEDULED: SIGNATURE To Be Completed By Owner DATE RECEIVED: SIGNATURE:



APPENDIX “T” - CERTIFICATE OF TOTAL PERFORMANCE: Form To Be Completed By Consultant CONTRACTOR: CONSULTANT: The work performed under this Contract has been reviewed and found to be substantially complete. The Date of Total Performance of the Project or portion thereof designated above is hereby established as: DATE OF ISSUANCE: DEFINITION OF DATE OF TOTAL PERFORMANCE The date of Total Performance of the Work or designated portion thereof is the Date certified by the Consultant when construction is complete in accordance with the Contract Documents, and all required submittals as expressed in the Contract Documents have been received by the Owner and/or Consultant. Consultant: I have inspected the Work in accordance with our site monitoring and find the Work to be in compliance with the Contract Plans and Specifications and to my satisfaction. Date _________________ Consultant Owner: I hereby accept the Work on behalf of the Owner. This acceptance is not to be construed as relieving the Contractor from the responsibility to correct other defects in the Works, whether latent or patent, as may become apparent within the guarantee/warranty period. This acceptance is made without prejudice to the rights of the Owner or to the liabilities of the Contractor which may arise and/or continue after acceptance of the Work. Date ________________ Mount Allison University


Mount Allison University Closeout Submittals Section 01 78 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


This Section specifies procedures for closeout submittals, revised project documents, and delivery and distribution of spare parts and maintenance materials. See also - Section 01 33 00 - Submittal Procedures for submittals during construction, operation, and decommissioning.

.1 As-built drawings, material overages, and specifications.

.2 Equipment and systems.

.3 Product data and related information.

.4 Operating instructions and maintenance manuals.

.5 Spare parts, special tools and special/unique maintenance materials.

.6 Warranties and bonds.


.1 Section 01 33 00 - Submittals

.2 Section 01 45 00 - Quality Control


.4 Section 01 78 20 – Operating and Maintenance Manuals



1.3 SUBMISSION

.1 Prepare instructions and data by personnel experienced in maintenance and operation of described products. Submit one copy to Consultant for review.

.2 Draft copy will be returned after final inspection, with Consultant’s comments.

.3 Revise content of documents as required prior to final submittal.

.4 Two weeks prior to Substantial Performance inspection, submit to the Consultant, two final copies of operating and maintenance manuals and one electronic copy.

.5 Ensure spare parts, maintenance materials and special tools provided are new, undamaged or defective, and of same quality and manufacture as products provided in Work.

.6 If requested, furnish evidence as to type, source and quality of products provided.

.7 Defective products will be rejected, regardless of previous inspections. Replace products at own expense.

1.4 FORMAT

.1 Organize data in the form of an instructional manual.

.2 Binders: 2 vinyl, hard covered, best quality, 3 'D' ring, loose leaf (219 x 279 mm) with spine and face pockets.

.3 When multiple binders are used, correlate data into related consistent groupings. Identify contents of each binder on spine.

.4 Cover: Identify each binder with type or printed title 'Project Maintenance Manual'; list title of project and identify subject matter of contents.

.5 Arrange content by systems, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment.


.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.




1.5 CONTENTS – EACH VOLUME

.1 Table of Contents: provide title of project; .1 date of submission; names, .2 addresses, and telephone numbers of Consultant and Contractor with name of

responsible parties; .3 schedule of products and systems, indexed to content of volume.

.2 For each product or system: .1 list names, addresses and telephone numbers of subcontractors and suppliers, including

local source of supplies and replacement parts. .3 Product Data: mark each sheet to clearly identify specific products and component parts, and data

applicable to installation; delete inapplicable information. .4 Drawings: supplement product data to illustrate relations of component parts of equipment and

systems, to show control and flow diagrams. .5 Typewritten Text: as required to supplement product data. Provide logical sequence of instructions

for each procedure, incorporating manufacturer's instructions specified in Section 01 45 00 - Quality Control.

.6 Training: Refer to Section 01 79 00 - Demonstration and Training.

1.6 AS-BUILTS

.1 In addition to requirements in General Conditions, maintain at the site for Consultant and Owner one record copy of: .1 Contract Drawings. .2 Specifications. .3 Addenda. .4 Site Instructions .5 Change Orders and all other modifications to the Contract. .6 Reviewed shop drawings, product data, and samples. .7 Field test records. .8 Inspection certificates. .9 Manufacturer's certificates.

.2 Store record documents and samples in field office used during construction. Provide files, racks, and secure storage.

.3 Label record documents and file in accordance with Section number listings in List of Contents of the Contract Documents. Label each document "PROJECT RECORD" in neat, large, printed letters.

.4 Maintain record documents in clean, dry and legible condition. Do not use record documents for construction purposes.

.5 Keep record documents and samples available for inspection by Consultant.

1.7 SUGGESTED RECORDING – ACTUAL SITE CONDITIONS

.1 Record information on set of black line drawings, or in copy of Contract Documents or Maintenance Manual.

.2 Provide felt tip marking pens, maintaining separate colours for each major system, for recording information.

.3 Record information concurrently with construction progress. Do not conceal Work until required information is recorded.



.4 Contract Drawings and shop drawings: legibly mark each item to record actual construction,

including: .1 Measured depths of elements of foundation in relation to finish first floor datum. .2 Measured horizontal and vertical locations of underground utilities and appurtenances,

referenced to permanent surface improvements. .3 Measured locations of internal utilities and appurtenances, referenced to visible and

accessible features of construction. .4 Field changes of dimension and detail. .5 Changes made by change orders. .6 Details not on original Contract Drawings. .7 References to related shop drawings and modifications.

.5 Specifications: legibly mark each item to record actual construction, including: .1 Manufacturer, trade name, and catalogue number of each product actually installed,

particularly optional items and substitute items. .2 Changes made by Addenda and change orders.

.6 Other Documents: maintain manufacturer's certifications, inspection certifications, field test records, required by individual specifications sections.


.1 Each Item of Equipment and Each System: include description of unit or system, and component parts. Give function, normal operation characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts.

.2 Panel board circuit directories: provide electrical service characteristics, controls, and communications.

.3 Include installed colour coded wiring diagrams.

.4 Operating Procedures: include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

.5 Maintenance Requirements: include routine procedures and guide for troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

.6 Provide servicing and lubrication schedule, and list of lubricants required.

.7 Include manufacturer's printed operation and maintenance instructions.

.8 Sequence of operation to be provided by controls contractor.

.9 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

.10 Installed control diagrams to be provided by controls contractor.

.11 Provide Contractor's coordination drawings, with installed colour coded piping diagrams.

.12 Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

.13 Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.

.14 Include test and balancing reports as specified in Section 01 45 00 - Quality Control.

.15 Additional requirements: As specified in individual specification sections.

1.9 MATERIALS and FINISHES

.1 Building Products, Applied Materials, and Finishes: include product data, with catalogue number, size, composition, and colour and texture designations. Provide information for re-ordering custom



manufactured products. .2 Instructions for cleaning agents and methods, precautions against detrimental agents and methods,

and recommended schedule for cleaning and maintenance. .3 Moisture-protection and Weather-exposed Products: include manufacturer's recommendations for

cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.4 Additional Requirements: as specified in individual specifications sections.

1.10 SPARE PARTS

.1 Provide spare parts, in quantities specified in individual specification sections.

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to Building Operations.

.4 Receive and catalogue all items. Submit inventory listing to Project Manager. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment.

1.11 MAINTENANCE MATERIALS

.1 Provide maintenance and extra materials, in quantities specified in individual specification sections.

.2 Provide items of same manufacture, finish, colour and quality as items in Work.

.3 Deliver to location designated by Facilities Management.

.4 Deliver and catalogue all items on transmittal and submit to Facilities Management Representative for review and initials. Include signed-off copy of transmittal in Maintenance Manual and attach to Request for Total Performance Inspection – Appendix “R2”.

.5 Include receipt for delivered products with request for final payment.

1.12 SPECIAL TOOLS

.1 Provide special tools, in quantities specified in individual specification section.

.2 Provide items with tags identifying their associated function and equipment.

.3 Deliver to location designated by Facilities Management.

.4 Deliver and catalogue all items on Transmittal and submit to Project Manager. Include copy in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment.

1.13 WARRANTIES AND BONDS

.1 Separate each warranty or bond with index tab sheets keyed to Table of Contents listing.

.2 List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

.3 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and manufacturers, within ten days after Substantial Performance of the applicable item of work.

.4 Except for items put into use with Consultant’s and/or Owner's permission, leave date of beginning of time of warranty until the Date of Substantial Performance is determined.

.5 Verify that documents are in proper form and contain full information.


Mount Allison University Operating and Maintenance Manuals Section 01 78 20 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 This Section specifies procedures for closeout submittals of operating and maintenance manuals, and revised project documents. See also - Section 01 33 00 – Submittal Procedures for submittals during construction, operation, and decommissioning. .1 Product data and related information. .2 Operating instructions and maintenance manuals. .3 Warranties and bonds.

1.2 REQUIREMENTS

.1 On completion of their work, Contractors shall provide maintenance manuals giving full operating and maintenance instructions for each system and major piece of equipment, as well as maintenance instructions for building elements, fixtures and finishes.

.2 Manuals shall cover all systems, equipment, finishes, etc. provided by the construction contract including items provided by all change orders.

.3 Manuals shall be compiled by the Contractor and shall be thoroughly reviewed by the Consultant and certified as being complete and accurate.

.4 The manuals are to be submitted to the Consultant for review prior to Substantial Performance. As per section 1.5, two paper copies and one electronic copy are required. The electronic version shall be submitted on a USB drive in searchable PDF format.

.5 Instruct Facilities Management personnel in the maintenance of products and in the operation of equipment and systems.




.3 Section 01 78 10 – Maintenance Materials

.4 Section 01 78 30 - Guarantees and Warranties



1.4 SUBMISSION

.1 Prepare instructions and data by personnel experienced in maintenance and operation of described products.

.2 Assemble the manuals for all divisions of the Work; verify that each manual is complete and accurate and deliver them to the Consultant for review

.3 Submit draft copy of the proposed contents for Consultant’s review no later than 10 days prior to submission of Request for Substantial Performance Inspection. Each Maintenance Manual shall consist of reviewed Shop Drawings on which have been recorded changes made during fabrication and installation caused by unforeseen conditions, and the manufacturer’s instructions for maintenance and operation of each item of equipment and apparatus furnished and any additional data required by individual Specification sections.

.4 Upon approval of draft version, submit two (2) final copies of Maintenance Manual and (1) electronic PDF with a copy of the transmittal to the Owner prior to the application for Request for Total Performance. The complete sets of manuals must be certified by the Consultant as being complete and in the Owner's hands by the date of Staff Demonstration and Training.



1.5 FORMAT

.1 Operations and Maintenance Manuals – all disciplines – submit: .1 electronically in Portable Document Format (PDF) format as one document, Optical

Character Recognition (OCR) searchable, bookmarked according to the Construction Specifications Institute (CSI) standards.

.2 Paper Copy in the form of a binder .1 Organize data in the form of an instructional manual. .2 Binders: 2 vinyl, hard covered, 3 'D' ring, loose leaf 8 1/2" x 11" with spine and face

pockets. .3 Cover: Identify each binder with type or printed title 'Project Maintenance Manual';

list project name and number and identify subject matter of contents .4 When multiple binders are used, correlate data into related consistent groupings.

Identify contents of each binder on spine. .5 Arrange content by systems in the order which they occur in the specifications

separated by hard paper dividers with plastic covered tabs. Tabs to be marked by Section numbers with typed description of product and major component parts of equipment.

.6 Neatly type or print descriptions and lists on 8 1/2" x 11" heavy bond


.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. The maximum paper size for schedules and diagrams is 11" x 17".


1.6 CONTENTS – EACH VOLUME

.1 The Manuals shall contain, but not be limited to the following contents: .1 The title sheet in each manual shall identify the Owner's project name and number, date

of submission, the Owner’s name, and shall state the names, addresses and telephone numbers of: All applicable Consultants, General Contractor, applicable Sub-Contractors and/or Suppliers

.2 Provide schedule of products and systems, indexed to content of volume. For each product or system: list names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts.

.3 Product Data: mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01 45 00 - Quality Control.

.4 Drawings: supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.

.5 Step-by-step operating instructions including preparation for starting, shutdown and draining.

.6 Maintenance and operating instructions on all building and mechanical and electrical equipment as specified in various sections

.7 Emergency instructions

.8 Certified equipment performance curves.

.9 Control systems schematic drawings, systems sequence of operation and wiring diagrams

.10 Parts list of major equipment, including recommended items to be stocked as spare parts.

.11 Copies of guarantees and warranties for equipment referenced in the manuals



.12 Charts, diagrams and reports as specified in each Division.

1.7 TEXT

.1 Request the manufacturer's brochures at the time of equipment purchase.

.2 Include only specific information pertinent to the equipment and material installed. Do not include advertising literature and brochures of a general nature.

.3 Instructions shall be complete for installation, operation and maintenance and shall include the names and addresses of spare parts and material suppliers.

1.8 BUILDING TRADES MANUALS

.1 Building Products, Applied Materials, and Finishes: include product data, with catalogue number, size, composition, and colour and texture designations. Provide information for re-ordering custom manufactured products.

.2 Include information where applicable on items such as: Resilient Sport Flooring Light Fixtures

.3 Instructions for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.4 Moisture-protection and Weather-exposed Products: include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.5 Additional Requirements: as specified in individual specifications sections.

1.9 WARRANTIES AND BONDS

.1 Guarantees, warranties and bonds shall be inserted in each applicable manual and shall provide the following information: .1 Project name, number and location of project. .2 Guarantee commencement date, complete with written confirmation of Consultant’s

Approval. .3 Duration of guarantee. .4 Clear indication of what is being guaranteed and what remedial action will be taken under

guarantee. .5 Signature and seal of Contractor.

.2 Separate each warranty or bond with index tab sheets keyed to Table of Contents listing.

.3 List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

.4 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and manufacturers, prior to Substantial Performance of the applicable item of work.

.5 Except for items put into use with Consultant’s and/or Owner's permission, leave date of beginning of time of warranty until the Date of Substantial Performance is determined.

.6 Verify that documents are in proper form and contain full information.


.1 Each Item of Equipment and Each System: include description of unit or system, and component parts. Give function, normal operation characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts.

.2 Panel board circuit directories: provide electrical service characteristics, controls, and



communications. .3 Include installed colour coded wiring diagrams. .4 Operating Procedures: include start-up, break-in, and routine normal operating instructions and

sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

.5 Maintenance Requirements: include routine procedures and guide for troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

.6 Provide servicing and lubrication schedule, and list of lubricants required.

.7 Include manufacturer's printed operation and maintenance instructions.

.8 Sequence of operation to be provided by controls contractor.

.9 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

.10 Installed control diagrams to be provided by controls contractor.

.11 Provide Contractor's coordination drawings, with installed colour coded piping diagrams.

.12 Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

.13 Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.

.14 Include test and balancing reports as specified in Section 01 45 00 - Quality Control.

.15 Additional requirements: As specified in individual specification sections.

1.11 BASIC DIVISION 15 MANUALS

.1 Each mechanical and plumbing manual shall contain the following as common requirements: .1 The manual shall include component and system descriptions, parts lists, maintenance

procedures, sequence of operation, wiring schematics and other relevant information to assist the Owner in performing routine maintenance work.

.2 Provide a comprehensive description of the operation of all systems including the function of each item of equipment within a system. Write the description specifically for this project. Provide separate descriptions for heating, ventilating, air conditioning, refrigeration systems, etc. Provide a flow and functional diagram for each system.

.3 Provide as input information to the Owner’s computerized Preventative Maintenance (P.M.) System, all P.M. routines and schedules in a separate section of the manual. Reference each task to the specific Equipment Specification Sheet. Information to include but not limited to: .1 Description of daily, weekly, monthly, yearly routine for all systems and significant

components. .2 List of special tools where required. .3 Statement of the levels of acceptable performances and the range of deterioration.

This should apply only in areas that are relevant. .4 State any hazard to which a tradesman may be exposed when performing P.M.

tasks. .4 State local source of supply for each item of equipment. .5 State location of major pieces of equipment. .6 Provide operating electrical switchgear schedule with location of each item stated. Include

the manufacturer, model and size. .7 Include lubrication schedules and recommended lubricants for all equipment listed. .8 Provide equipment drive belt schedule. .9 Guarantees, warranties and bonds shall provide the following information:

.1 Name and location of project.

.2 Guarantee commencement date.

.3 Duration of guarantee.



.4 Clear indication of what is being guaranteed and what remedial action will be taken under guarantee.

.5 Signature and seal of Contractor.


Mount Allison University Guarantees and Warranties Section 01 78 30 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


1.1 GENERAL

.1 Guarantees, Warranties and Bonds shall be submitted in accordance with the requirements for Manuals. Extended warranty shall be clearly indicated.

.2 Clearly indicate Project name and number.



1.3 PROCEDURES FOR WARRANTY CLAIMS

.1 If at any time during the warranty period the Owner discovers a defect that, in the Owner's opinion, is or could be covered under the warranty provisions of the Contract the Owner will send a Warranty Report to the Contractor with a copy to the Consultant. Where the claim involves primarily the work of a subcontractor or work covered by a third party guarantee the subcontractor and/or guarantor may also be copied. The Consultant and the Contractor will promptly investigate the claim and direct the Contractor as to the appropriate method to correct the defect.


Mount Allison University Record Drawings Section 01 78 40 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020


Part 1 GENERAL


.1 This Section specifies procedures for closeout submittals, revised project documents, and delivery and distribution of spare parts and maintenance materials. See also - Section 01 33 00 - Submittal Procedures for submittals during construction, operation, and decommissioning. .1 As-built drawings, material overages, and specifications. .2 Equipment and systems. .3 Product data and related information. .4 Operating instructions and maintenance manuals. .5 Spare parts, special tools and special/unique maintenance materials. .6 Warranties and bonds. .7 Final site survey.



.2 Section 01 78 00 – Closeout Submittals


1.3 DEFINITIONS OF TERMS

.1 Final As-built Drawings / Record Drawings

The Final As-built Drawings as supplied by the Contractor, or Record Drawings as supplied by the Consultant are the final record of what has actually been installed. They are required to reflect the same degree of detail as the original plans. They are necessary as a base to plan and design future projects and also to make repairs for Facilities Management. The As-Built Drawings must be verified and certified as final Contractor “As-Built Drawings”, by the Consultant. The Consultant will be required to produce CAD and PDF drawings and submit them as Record Drawings to the Owner prior to close-out.

Prior to issuance of Total Performance Certificate, the Consultant will ensure that the final “As-Built Drawings” include any and all changes that the Contractor has made, as well as revisions, addenda, clarifications, site instructions and change orders. The Consultant will be responsible for the submission of the “Record Drawings” in both paper and electronic media. Two electronic submissions are required, one in AutoCAD (.dwg) and one in Adobe Acrobat (.pdf). They must be identical to the paper version submission and conform to the requirements of this document.

2 Issued for Construction Drawings

For some projects, “Issued for Construction” drawings may be provided by the Consultant which have been updated to incorporate major design changes before construction. Note that the final “As-Built Drawings” or “Issued for Construction Drawings” are NOT accepted as “Record Drawings”, and must be clearly marked as “Issued for Construction Drawings”.

.3 Project Specifications / Project Operations Manual

These documents contain detailed structural information describing the materials, products and systems used for the project. Project Specifications will be submitted using a project manual style and formatted using Master Format. They will be developed by the Consultant and will include each construction discipline.



1.4 AS-BUILTS REQUIREMENTS DURING CONSTRUCTION BY CONTRACTOR

The Contractor shall keep at the construction site a complete set of full-size prints of contract drawings. During construction, these prints shall be marked to show all deviations in actual construction from the Contract Drawings. These drawings, marked in red pencil, are to be labeled “As-Built Drawings” and submitted to the Consultant for approval prior to submission. The Consultant will ensure they are clearly marked, and that any changes have been incorporated into the final “Record Drawings” submitted to Facilities Management.

.1 The Contractor shall maintain at the site for Consultant and Owner one record copy of: .1 Contract Drawings. .2 Specifications. .3 Addenda. .4 Change Orders and other modifications to the Contract. .5 Reviewed shop drawings, product data, and samples. .6 Field test records. .7 Inspection certificates. .8 Manufacturer's certificates.

.2 Store record documents and samples in field office used during construction. Provide appropriate storage.

.3 Label record documents and file in accordance with Section number listings in List of Contents of this Project Manual. Label each document "PROJECT RECORD" in neat, large, printed letters.

.4 Maintain record documents in clean, dry and legible condition. Do not use record documents for construction purposes.

.5 Keep record documents and samples available for inspection by Consultant.

1.5 RECORD DOCUMENTS

.1 The purpose of the as-built documents is to provide actual information regarding all aspects of the work for future use by the Owner in maintenance, repair or alteration of the Project. Therefore, as the work progresses, the Contractor shall maintain a complete and accurate record of changes or deviations from the Contract Documents and Shop Drawings, indicating the Work as actually installed.

.2 Record information in the appropriate locations on an as-built set of the Drawings and Shop Drawings and a copy of the Specifications which are maintained solely for the purpose of this documentation. Keep this as-built set of Contract Documents and Shop Drawings at the project site for review by the Owner and the Consultant.

.3 White prints will be provided by the Consultant for each Division or Section in which Record Documents are specified. Record changes in the Work on these prints in red.

.4 Identify each Record Document as a “As-Built Copy”. Maintain in good condition, do not use for construction purposes and make available to the Consultant at all times.

.5 Maintain in a state current to the Work. Such state will be considered a condition precedent for

validation of applications for payment. The Consultant’s visual inspection will constitute proof that Record Documents are current.

.6 Prior to submission of Request for Substantial Performance Inspection, deliver the complete set of “as-builts” including drawings, shop drawings and annotated specifications to the Consultant with a copy of the transmittal to the Owner. The Consultant will transcribe the as-built information to Final Record Document versions of his CAD files of the drawings. Required Maintenance Materials are to be received and signed for by designated University Representative. The Holdback will be applied over and above the deficiency amount as valued by the Consultant at the time of Deficiency



Inspection.

1.6 SUGGESTED RECORDING – ACTUAL SITE CONDITIONS BY CONTRACTOR

.1 Record information on set of black line drawings, and in copy of Project Manual, provided by the Consultant.

.2 Provide felt tip marking pens, maintaining separate colours for each major system, for recording information.

.3 Record information concurrently with construction progress. Do not conceal Work until required information is recorded.

.4 Information contained in the as-built documents shall include, but not be limited to: .1 Modifications made by Addenda, Change Orders, Construction Change Directives and the

Consultant’s Supplemental Instructions which shall be transferred to the as-built documents.

.2 Details not on original Contract Drawings. .3 Field changes of dimension and detail. .4 Measured depths of elements of foundation in relation to finish first floor datum. .5 Location of site underground pipes, conduits, ducts, cables and similar work, dimensioned

horizontally to permanent points of reference and located vertically by indicating depth of burial. Dimensions shall be accurate within 150MM.

.6 Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

.7 Location of building plumbing piping, sprinkler piping, control valves, heating and air conditioning equipment, mechanical piping, ductwork, major conduit runs, power, control and alarm wiring etc., dimensioned horizontally to permanent points of reference. Dimensions shall be accurate within +150 mm. By notation, describe the vertical location of the item such as “below slab”, “above ceiling” etc.

.8 References to related shop drawings and modifications.

.9 Modifications made to accommodate field conditions

.10 Revise colour and finish schedules to denote manufacturers, products, colours and finishes actually furnished and installed.

.11 Location and function of all mechanical and electrical control devices.

.12 Revise Drawings and panel schedules to show final circuiting of electrical fixtures and equipment.

.5 Specifications: legibly mark each item to record actual construction, including: .1 Manufacturer, trade name, and catalogue number of each product actually installed,

particularly optional items and substitute items. .2 Changes made by Addenda and change orders.

.6 Other Documents: maintain manufacturer's certifications, inspection certifications, field test records, required by individual specifications sections.

1.7 GENERAL SUBMISSION BY CONSULTANT FOR USE BY CONTRACTOR

.1 Where required “Issued for Construction Drawings” in digital format will be supplied to the Contractor prior to the start of construction for Contractor to maintain as-built set.

.2 Project Specifications / Project Operations Manual - includes paper copy and digital files

1.8 MEDIA FORMATS BY CONSULTANT

.1 Drawings - paper prints: .1 To be compiled from individual sheets, numbered sequentially and stapled (not bound) in



sets. These must be printed on a D size sheet (36”x 24” / 914 mm x 610 mm) using at least 20 lb bond white paper.

.2 To be plotted and dimensioned using the metric units (for floor plans units to be in millimeters and for underground utilities, units to be meters). The use of a common metric scale (i.e. 1: 100; 1:200; 1:500; 1:1000 and 1:5000) is required and to contain one individual floor plan per sheet; or context key plan for larger construction campus areas.

.2 Drawings - digital files: .1 To be organized in folders based on drawing sets and submitted on a clearly labeled Disc. .2 To be labeled with information including: building or facility name, number and address,

submission date and context description. .3 CAD files to conform to University requirements.


Mount Allison University Demolition Section 02 41 19 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General


.1 Alteration project procedures.

.2 Removal of designated building equipment and fixtures.

.3 Removal of designated construction.

.4 Disposal of materials.

.5 Identification of utilities.

1.2 ALTERATION PROJECT PROCEDURES

.1 Materials: As specified in Product sections; match existing Products and work for patching and extending work.

.2 Employ original, skilled and experienced installer to perform alteration work.

.3 Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.

.4 Remove, cut, and patch Work in a manner to minimize damage and to provide means of restoring Products and finishes to original or specified condition.

.5 Refinish existing visible surfaces to remain in renovated rooms and spaces, to specified condition for each material, with a neat transition to adjacent finishes.

.6 Where new Work abuts or aligns with existing, provide a smooth and even transition. Patch Work to match existing adjacent Work in texture and appearance.

.7 When finished surfaces are cut so that a smooth transition with new Work is not possible, terminate existing surface along a straight line at a natural line of division and submit recommendation to Consultant for review.

.8 Patch or replace portions of existing surfaces which are damaged, lifted, discoloured, or showing other imperfections.

.9 Finish surfaces as specified in individual Product sections.

1.3 REGULATORY REQUIREMENTS

.1 Conform to applicable code for demolition work, dust control, products requiring electrical disconnection and re-connection.

.2 Obtain required permits from authorities.

.3 Do not close or obstruct egress width to any building or site exit.


.4 Do not disable or disrupt building fire or life safety systems without prior written notice to Owner.

.5 Conform to procedures applicable when hazardous or contaminated materials are discovered.

1.4 SCHEDULING

.1 Describe demolition removal procedures and schedule.

1.5 PROJECT CONDITIONS

.1 Conduct demolition to minimize interference with adjacent and occupied building areas.

.2 Cease operations immediately if structure appears to be in danger and notify Consultant. Do not resume operations until directed.

Part 2 Products

.1 Not Used

Part 3 Execution

3.1 PREPARATION

.1 Provide, erect, and maintain temporary barriers at locations indicated.

.2 Erect and maintain weatherproof closures for exterior openings.

.3 Erect and maintain temporary partitions to prevent spread of dust, odours, and noise to permit continued Owner occupancy.

.4 Protect existing materials, mechanical units and existing structure which are not to be demolished.

.5 Prevent movement of structure; provide bracing and shoring.

.6 Provide appropriate temporary signage including signage for exit or building egress.

3.2 DEMOLITION

.1 Disconnect, remove, cap, and identify designated utilities within demolition areas.

.2 All debris will be removed from roof by means of protective covering. At no time shall debris be “thrown off” the roof.

.3 Demolish in an orderly and careful manner. Protect existing supporting structural members and roof top units.

.4 Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

.5 Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.


.6 Remove temporary Work.

END OF SECTION

Mount Allison University Wood Blocking and Curbing Section 06 10 13 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General


.1 Roof curbs, cants, and perimeter nailers.

.2 Blocking in wall and roof openings.

.3 Wood furring and grounds.

1.2 REFERENCES

.1 ANSI/NPA A208.1-1999 - Particleboard.

.2 APA (American Plywood Association) - Grades and Specifications.

.3 CANPLY (Canadian Plywood Association) - Canadian Plywood Handbook.

.4 CSA B111-1974(R2003) - Wire Nails, Spikes and Staples.

.5 CSA O121-M1978 (R2003) - Douglas Fir Plywood

.6 CSA O141-05 - Softwood Lumber.

.7 CSA O151-04 - Canadian Softwood Plywood.

.8 CSA O153-M1980(R2003) - Poplar Plywood.

.9 CSA O437 Series-93(R2006) - Standards on OSB and Waferboard.

.10 National Lumber Grades Authority (NLGA) - Standard Grading Rules for Canadian Lumber 2005.

1.3 SUBMITTALS FOR REVIEW

.1 Product Data: Provide technical data if requested.

1.4 SUBMITTALS FOR INFORMATION

.1 Product Data: Provide application instructions.

1.5 QUALITY ASSURANCE

.1 Products of This Section: Manufactured to ISO 9000 certification requirements.

.2 Lumber Products: Graded and stamped to NLGA requirements.

.3 Plywood Products: Certified and graded to CANPLY & APA requirements.


Part 2 Products

2.1 MATERIALS

.1 Lumber: NLGA (Standard Grading Rules for Canadian Lumber).

.1 CSA O141, softwood Spruce species, grade A.

.2 Lumber identification: by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board.

.3 19 percent maximum moisture content

2.2 ACCESSORIES

.1 Fasteners and Anchors:

.1 Fasteners: Hot dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere.

.2 Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel.

2.3 DELIVERY AND STORAGE

.1 Store materials in designated areas elevated off the ground and protected from weather and construction activities.

.2 Materials stored on the roof shall be located so as not to overload the structure and shall be secured to prevent movement due to wind.

.3 Do not use broken or damaged materials. Remove from site and replace with good material

Part 3 Execution

3.1 FRAMING

.1 Set members level and plumb, in correct position.

.2 Place horizontal members, crown side up.

.3 Construct curb members of single pieces.

.4 Space framing and furring 400 mm (16 inches) on centre.

.5 Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members.

.6 Coordinate curb installation with installation of decking and support of deck openings, roofing vapour retardant, parapet construction, and roof assembly.

3.2 SHEATHING

.1 Secure sheathing to framing members with ends over firm bearing and staggered.


3.3 INSTALLATION

.1 Wood Blocking

.1 Construct wood blocking as per details. Blocking, or several thicknesses of wood may be necessary so that the top of the blocking will be 2 inches above top of the cant.

.2 Offset blocking layers 300mm (12 inches) and weave corners.

.3 Assemble blocking using two staggered rows of fasteners. Spaces fasteners in any row a maximum of 600 mm (24 inches) on centre. Within 2440 mm (8 feet) of outside corners, reduce maximum spacing to 300 mm (12 inches) on centre.

.2 The top of all parapet walls that will be receiving metal flashings shall be sloped 1:24 towards the inside.

.3 Existing blocking may be reused if found to be in sound condition free of excess moisture or rot. Blocking must be re-secured where required to the Consultants satisfaction.

.4 Install plywood sheathing as shown on detail drawings to all surfaces which will receive flashings. Plywood shall be fastened to the existing substrate at 450 mm (18 inches) maximum spacing in each direction utilizing appropriate fasteners.

END OF SECTION

Mount Allison University Fluid Applied Membrane Roofing Section 07 56 00 13 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes cold fluid-applied hybrid roofing systems on concrete decks consisting of the following:

1. Roof insulation and cover board]. 2. Base membrane sheet. 3. Application of roof membrane and flashings consisting of multiple coats of fluid-applied, fabric-

reinforced, polyurethane coating.

B. Related Requirements: 1. Division 01 Section "Photographic Documentation" for photographs taken before coating

preparation. 2. Division 01 Section "Temporary Facilities and Controls" for temporary construction and

environmental-protection measures. 3. Division 06 Section "Miscellaneous Rough Carpentry" for replacement parapet sheathing, blocking,

wood nailers and cants. 4. Division 07 Section "Thermal and Moisture Protection Rehabilitation" for general rehabilitation of

thermal and moisture protection not within the roof system. 5. Division 07 Section "Sheet Metal Flashing and Trim" for formed metal roof flashings and

counterflashings. 6. Division 07 Section "Roof Specialties." 7. Division 07 Section "Preparation for Re-Roofing" for existing roofing tearoff and substrate

preparation for installation of new roofing membrane.

1.3 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing Manual" for definition of terms related to roofing work in this Section.

1.4 PERFORMANCE REQUIREMENTS

A. General: Provide roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure.

1. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155.

B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience.


C. Flashings: Comply with requirements of Division 07 Sections “Sheet Metal Flashing and Trim” and “Manufactured Roof Specialties.” Provide base flashings, perimeter flashings, detail flashings and component materials that comply with requirements and recommendations of the following:

1. FMG 1-49 Loss Prevention Data Sheet for Perimeter Flashings. 2. FMG 1-29 Loss Prevention Data Sheet for Above Deck Roof Components. 3. NRCA Roofing Manual (Sixth Edition) for construction details and recommendations. 4. SMACNA Architectural Sheet Metal Manual (Seventh Edition) for construction details.

1.5 ACTION SUBMITTALS

A. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. Provide roof plan showing orientation and types of roof deck and orientation of membrane roofing and fastening spacings and patterns for mechanically fastened components.

1. Tapered insulation, including slopes. 2. Crickets, saddles, and tapered edge strips, including slopes. 3. Insulation fastening patterns for corner, perimeter, and field-of-roof locations.

1.6 INFORMATIONAL SUBMITTALS

A. Contractor's Product Certificate: Submit notarized certificate, indicating products intended for Work of this Section, including product names and numbers and manufacturers’ names, with statement indicating that products to be provided meet the requirements of the Contract Documents. 1. Indicate UL listing.

B. Qualification Data: For Installer, Manufacturer, and Roofing Inspector.

1. Letter written for this Project indicating manufacturer approval of Installer to apply specified products and provide specified warranty.

2. Certificate indicating Installer is qualified in Project jurisdiction to perform asbestos abatement.

C. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for components of roofing system.

D. Warranties: Unexecuted sample copies of special warranties.

E. Inspection Reports: Daily reports of Roofing Inspector. Include weather conditions, description of work performed, tests performed, defective work observed, and corrective actions required and carried out.

1.7 CLOSEOUT SUBMITTALS

A. Maintenance Data: To include in maintenance manuals.

B. Warranties: Executed copies of approved warranty forms.



A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full-time on-site supervisor with a minimum of five years experience installing products comparable to those specified, able to communicate verbally with Contractor, Architect, and employees, and the following:

1. Qualified by the manufacturer to install manufacturer's product and furnish warranty of type specified.

2. Licensed to perform asbestos abatement work in Project jurisdiction.

B. Manufacturer Qualifications: Approved manufacturer listed in this Section with UL listed & FM Global approved products, with minimum five years experience in manufacture of specified products in successful use in similar applications.

1. Approval of Other Manufacturers and Comparable Products: Submit the following in accordance with project substitution requirements, within time allowed for substitution review:

a. Product data, including certified independent test data indicating compliance with requirements.

b. Samples of each component. c. Sample submittal from similar project. d. Project references: Minimum of five installations of specified products not less than five

years old, with Owner and Architect contact information. e. Sample warranty.

C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Quality Control Article, to determine Installer’s compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following:

1. An authorized full-time technical employee of the manufacturer. 2. An independent party certified as a Registered Roof Observer by the Roof Consultants Institute,

retained by the Contractor or the Manufacturer and approved by the Manufacturer.

D. Roofing Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Review methods and procedures related to roofing system.

1. Meet with Owner; roofing materials manufacturer's representative; roofing Installer including project manager and foreman; and installers whose work interfaces with or affects roofing including installers of roof accessories and roof-mounted equipment requiring removal and replacement as part of the Work.

2. Review methods and procedures related to preparation, including membrane roofing system manufacturer's written instructions.

3. Review temporary protection requirements for existing roofing system that is to remain, during and after installation.

4. Review roof drainage during each stage of roofing and review roof drain plugging and plug removal procedures.


5. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

6. Review base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that will affect re-coating.

7. Review HVAC shutdown and sealing of air intakes. 8. Review shutdown of fire-suppression, -protection, and -alarm and -detection systems. 9. Review governing regulations and requirements for insurance and certificates if applicable. 10. Review existing conditions that may require notification of Owner before proceeding.

1.9 PROJECT CONDITIONS

A. Owner will occupy portions of building immediately below roofing area. Conduct roofing so Owner's operations will not be disrupted. Provide Owner with not less than 72 hours' notice of activities that may affect Owner's operations.

B. Protect building, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from roofing operations.

C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

D. Weather Limitations: Proceed with roofing work only when existing and forecasted weather conditions permit Work to proceed without water entering into existing roofing system or building.

1. Store all materials prior to application at temperatures between 60 and 90 deg. F. 2. Apply coatings within range of ambient and substrate temperatures recommended by

manufacturer. Do not apply materials when air temperature is below 50 or above 110 deg. F. 3. Do not apply roofing in snow, rain, fog, or mist.

1.10 WARRANTY

A. Special Warranty: Written warranty in which Manufacturer agrees to repair roof installations that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Membrane failures including rupturing, cracking, or puncturing. b. Deterioration of membranes, coatings, metals, metal finishes, and other associated

materials beyond normal weathering. 2. Installation Inspection Requirement: By Roofing Inspector in accordance with requirements of Part

3 Field Quality Control Article. 3. Warranty Period: 20 years from date of completion of roofing work.

B. Installer's Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering the Work of this Section and related Sections indicated above, including all components of built-up roofing such as built-up roofing membrane, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, roof pavers, and walkway products, for the following warranty period:

1. Warranty Period: Two (2) years from date of Substantial Completion.


PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-Design Manufacturer/Product: The roof system specified in this Section is based upon products of Tremco, Inc., Toronto, Ontario, www.tremcoroofing.com that are named in other Part 2 articles. Subject to compliance with requirements, provide the named product or an approved comparable product by one of the following:

B. Source Limitations: Obtain roofing materials, sheet flashings, protection course, insulation, pavers, and pedestals from single source from single manufacturer.

2.2 MATERIALS

A. General: Roofing materials recommended by roofing system manufacturer for intended use and compatible with components of existing membrane roofing system.

B. Temporary Roofing Materials: Selection of materials and design of temporary roofing is responsibility of Contractor.

C. General: Provide adhesive and sealant materials recommended by roofing manufacturer for intended use and compatible with built-up roofing.

1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. 2. Adhesives and sealants that are not on the exterior side of weather barrier shall comply with the

following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

a. Plastic Foam Adhesives: 50 g/L. b. Gypsum Board and Panel Adhesives: 50 g/L. c. Multipurpose Construction Adhesives: 70 g/L. d. Other Adhesives: 250 g/L. e. Sealant Primers for Porous Substrates: 775 g/L.

2.3 BASE SHEET MATERIALS

A. Base Sheet Adhesive.

.1 Basis of design product: Tremco, Endure Bio Adhesive: Two part Urethane, 100% solids, bio-based, asbestos free, odor free Cold-Applied Adhesive specially formulated for compatibility and use with specified roofing membranes and flashings, with the following physical properties:

.1 Low Temperature Fexibility ASTM D522: pass at -25F (1/2” mandrel bend)

.2 Indentation Hardness ASTM D2240: 88 Shore A

.3 Volume Solids ASTM D2697: 100%

.4 Weight Solids ASTM D1644: 100%

.5 Volatile Organic Content (VOC) ASTM D3960: 1 g/L (A+B mix)

.6 Viscosity ASTM D2196: 2,500 – 5,500 cp

.7 Skin time at: 77F / 50% RH : 3-4 hours


.2 Ply Sheet: Basis of design product: Tremco, BURmastic Composite Ply HT: Nonperforated, as-phalt-coated, polyester/fiberglass/polyester reinforced sheet dusted with fine mineral surfacing on both sides which meets the requirements of ASTM D 4601, Type II, and the following properties:

.1 Breaking Strength, minimum, ASTM D 146: machine direction, 22.5 kN/m (130 lbf/in); cross machine direction, 21.0 kN/m (120 lbf/in).

.2 Tear Strength, minimum, ASTM D 4073: machine direction, 880 N (200 lbf); cross ma-chine direction, 880 N (200 lbf).

.3 Pliability, 12.7 mm (1/2 inch) radius bend, ASTM D 146: No failures.

.4 Thickness, minimum, ASTM D 146: 1.3 mm (0.050 inch).

.5 Weight, minimum, ASTM D 228: 1.45 kg/sq. m. (30 lb/100 sq. ft.).

.6 Mass of desaturated polyester/glass/polyester mat, ASTM D 228: 0.95 g/sq. m. (2.0 lb/100 sq. ft.).

.7 Asphalt, minimum, ASTM D 228: 488 g/sq. m. (10 lb/100 sq. ft.).

.8 One (1) ply required.

2.4 FLUID-APPLIED ROOFING MEMBRANE

A. Bio-Based Polyurethane Roof Coating Base Coat: ASTM D7311, Two-part catalyzed low-odor polyurethane roof base coating formulated for direct application and for use with fiber reinforcement in conjunction with a compatible top coat.

1. Basis of Design Product: Tremco, AlphaGuard BIO Base Coat.

2. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 1 g/L.

3. Combustion Characteristics, UL 790: Class A.

4. Bio-Based Content: Not less than 20 percent.

5. Percent solids, by volume, ASTM D 2697: 100.

6. Percent Solids, by weight, ASTM 1644: 100

B. Bio-Based Polyurethane Roof Coating Top Coat: ASTM D7311, Two-part catalyzed low-odor polyurethane roof top coating formulated for direct application over compatible reinforced base coat.

1. Basis of Design Product: Tremco, AlphaGuard BIO Top Coat.

2. Volatile Organic Compounds (VOC), maximum, ASTM D 3960: 6 g/L.

3. Combustion Characteristics, UL 790: Class A.

4. Bio-Based Content: Not less than 20 percent.

5. Percent solids, by volume, ASTM D 2697: 100.

6. Percent solids, by weight, ASTM D 1644: 100.


C. Polyester Reinforcing Fabric: 100 percent stitch-bonded mildew-resistant polyester fabric intended for reinforcement of compatible fluid-applied membranes and flashings.

1. Basis of Design Product: Tremco, Permafab.

2. Tensile Strength, ASTM D 1682: Not less than 50 lbf. (222 N).

3. Elongation, ASTM D 1682: Not less than 60 percent.

4. Tear Strength, ASTM D 1117: Not less than 16 lbf. (70 N).

5. Weight: 3 oz. /sq. yd. (102 g/sq. m).

2.5 AUXILIARY ROOFING MEMBRANE MATERIALS

A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with existing roofing system and fluid-applied roofing system.

B. Structural Concrete/Masonry Primer: Two-component, 100 percent solids, epoxy penetrating primer for concrete deck surfaces.

1. Basis of Design Product: Tremco, AlphaGuard C-Prime.

C. Metal Surface Primer: Single-component, water based primer to promote adhesion of base coat to metal surfaces.

1. Basis of Design Product: Tremco, AlphaGuard M-Prime.

D. Asphaltic Surfaces Primer: Single-component, multi-substrate primer to promote adhesion of base coat to surfaces recommended by manufacturer.

1. Basis of Design Product: Tremco, AlphaGuard Re-Prime AlphaGuard WB Primer.

E. Aggregate: For finish coat slip resistance as required by Owner: Silica sand, 20 – 40 mesh.

F. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer.

2.6 VAPOR RETARDER

A. Self-Adhering Sheet Vapor Retarder: (AVC Membrane by Tremco): 40 mil- (1.0 mm-) thick, polyethylene film laminated to layer of rubberized asphalt adhesive; maximum permeance rating of 0.1 perm (6 ng/Pa x s x sq. m); cold-applied, with slip-resisting surface and release-paper backing. Provide primer when recommended by vapor-retarder manufacturer.


2.7 ROOF INSULATION

A. General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated and produce FM approved roof insulation.

B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, HCFC-free, with felt or glass-fiber mat facer on both major surfaces.

C. Tapered Insulation: Provide factory-tapered insulation boards fabricated to slope of [1/4 inch per 12 inches (1:48)] unless otherwise indicated. Roof system will have an Average R20.

D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.

2.8 INSULATION ACCESSORIES

A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatible with built-up roofing.

B. Fasteners for wood/metal decks only: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FM Approvals 4470, designed for fastening roof insulation to substrate and acceptable to roofing manufacturer.

C. Insulation Adhesive: (Tremco Low Rise Foam Insulation Adhesive): Solvent-free, low rise, multi-component urethane adhesive formulated to adhere roof insulation to substrate, with the following minimum physical properties:

1. Asbestos Content, EPA 600/R13/116: None. 2. Elongation at 77 deg. F (25 deg. C), minimum, ASTM D 412: 1200 percent. 3. T-Peel Strength at 77 deg. F (25 deg. C), minimum: ASTM D 1876: 15 lbf (66 N). 4. Adhesion Strength in Shear at 77 deg. F (25 deg. C), minimum, ASTM D 816: 80 psi (552 kPa).

D. Insulation Cant Strips: ASTM C 208, Type II, Grade 1, cellulosic-fiber insulation board.

E. Tapered Edge Strips: ASTM C 208, Type II, Grade 1, cellulosic-fiber insulation board.

F. Cover Board: (Securock Gypsum Fiber Roof Board) ASTM C 1278/C 1278M, cellulosic-fiber-reinforced, water-resistant gypsum substrate, 1/2 inch (13 mm) thick.

G. Substrate Joint Tape: 6- or 8-inch- (150- or 200-mm-) wide, coated, glass fiber.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system:


1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place.

2. Verify that blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation.

3. Verify that surface plane flatness and fastening of steel roof deck (where applicable) complies with requirements in Division 05 Section "Steel Decking."

4. Verify that concrete substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263.

3.2 PREPARATION

A. Remove existing roofing and protect existing building and grouinds.

B. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing manufacturer's written instructions. Remove sharp projections.

C. Protect existing roofing system that is indicated to remain, and adjacent portions of building and building equipment.

1. Comply with warranty requirements of existing roof membrane manufacturer. 2. Mask surfaces to be protected. Seal joints subject to infiltration by coating materials. 3. Limit traffic and material storage to areas of existing roofing membrane that have been protected. 4. Maintain temporary protection and leave in place until replacement roofing has been completed.

D. Shut down air intake equipment in the vicinity of the Work in coordination with the Owner. Cover air intake louvers before proceeding with re-coating work that could affect indoor air quality or activate smoke detectors in the ductwork.

1. Verify that rooftop utilities and service piping affected by the Work have been shut off before commencing Work.

E. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof-drain plugs specifically designed for this purpose. Remove roof-drain plugs at end of each workday, when no work is taking place, or when rain is forecast.

1. Do not permit water to enter into or under existing membrane roofing system components that are to remain.

3.3 FLUID-APPLIED MEMBRANE ROOFING INSTALLATION, GENERAL

A. Install roofing membrane according to roofing manufacturer's written instructions.

1. Commence installation of roofing in presence of manufacturer's technical personnel.

B. Coordinate installation of roofing so insulation and other components of roofing not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.

1. Provide tie-offs at end of each day's work to cover exposed roofing sheets and insulation with a course of coated felt set in roofing cement with joints and edges sealed.


2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing.

3. Remove and discard temporary seals before beginning work on adjoining roofing.

C. Substrate-Joint Penetrations: Prevent fluid-applied materials and adhesives from penetrating substrate joints, entering building, or damaging built-up roofing components or adjacent building construction.

3.4 INSULATION INSTALLATION

A. Comply with roofing manufacturer's written instructions for installing roof insulation.

B. Install tapered insulation under area of roofing to conform to slopes indicated.

C. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation.

1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations.

D. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2.7 inches (68 mm) or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction.

E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water.

F. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces.

G. Adhered Insulation: Install each layer of insulation and adhere to substrate as follows:

1. Set each layer of insulation in ribbons of bead-applied insulation adhesive, firmly pressing and maintaining insulation in place.

H. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board-type roof insulation to deck type. 1. Fasten insulation to resist uplift pressure at corners, perimeter, and field of roof. Refer to attached

detailed drawing for insulation attachment.

I. Mechanically Fastened and Adhered Insulation: Install first layer of insulation to deck using mechanical fasteners specifically designed and sized for fastening specified board-type roof insulation to deck type. 1. Fasten first layer of insulation to resist uplift pressure at corners, perimeter, and field of roof. Refer

to attached detailed drawing for insulation attachment. 2. Set each additional layer of insulation in ribbons of bead-applied insulation adhesive, firmly

pressing and maintaining insulation in place.

J. Install cover boards over insulation with long joints in continuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches (150 mm) in each direction. Loosely butt cover boards together. 1. Set cover board in ribbons of bead-applied insulation adhesive, firmly pressing and maintaining

cover in place.


3.5 BASE SHEET INSTALLATION

A. Install base sheet starting at low point of roofing. Align base sheet without stretching. Shingle side laps of base a minimum of 4 inches. Shingle in direction to shed water. Extend base sheets over edges and terminate above cants.

1. Embed base sheet in cold-applied membrane adhesive applied at rate required by roofing manufacturer, to form a uniform membrane without ply sheets touching.

2. Ensure roof base sheet is rolled using a 75 lb. weighted roller over the entire sheet to ensure full contact with Endure BIO adhesive.

B. Extend base flashing up walls or parapets a minimum of 8 inches above roofing and 6 inches (150 mm) onto field of roofing.

C. Mechanically fasten top of base flashing securely at terminations and perimeter of roofing.

1. Seal top termination of base flashing with specified sealant. 2. Seal top termination of base flashing with a metal termination bar.

D. Install stripping according to roofing manufacturer's written instructions where metal flanges and edgings are set on roofing.

1. Flashing Sheet Stripping: Install flashing sheet stripping in specified cold adhesive and extend onto roofing membrane.

E. Roof Drains: Install base sheet in cold adhesive around drain bowl. Base sheet must be installed so that it will be under compression from the clamping ring. Install base coat, fiberglass reinforcement, and top coat over base sheet. Install drain clamping ring and strainer.

3.6 FLUID-APPLIED MEMBRANE APPLICATION

A. Base Coat: Apply coating base coat to asphaltic base sheet surfaces in accordance with manufacturer's written instructions. Back roll to achieve minimum wet mil coating thickness of 48 mils unless otherwise recommended by manufacturer; verify thickness of base coat as work progresses.

1. Apply base coat on prepared and primed surfaces and spread coating evenly. 2. Embed fiberglass reinforcement into wet base coat. Lap adjacent flashing pieces of fiberglass

minimum 3 inches along edges and 6 inches at end laps. 3. Roll surface of fiberglass reinforcing to completely embed and saturate fabric. Leave finished base

coat with fabric free of pin holes, voids, or openings. 4. Allow base coat to cure prior to application of top coat. 5. Following curing of base coat and prior to application of top coat, sand raised or exposed edges of

fiberglass reinforcement.

B. Fluid-Applied Flashing Application: Complete base coat and fiberglass reinforcement at parapets, curbs, penetrations, and drains prior to application of field of fluid-applied membrane.

1. Extend coating minimum of 8 inches up vertical surfaces and 4 inches onto horizontal surfaces.


2. Roof Drains: Install base coat onto surrounding membrane surface and metal drain bowl flange. Install target piece of fiberglass reinforcement immediately into wet base coat and roll to fully embed and saturate fabric. Reinstall clamping ring and strainer following application of top coat. Replace broken drain ring clamping bolts.

C. Top Coat: Apply top coat uniformly in a complete installation to flashings and field of roof.

1. Prime base coat prior to application of top coat if top coat is not applied within 72 hours of the base coat application, using manufacturer's recommended primer.

2. Apply top coat to flashings extending coating up vertical surfaces and out onto horizontal surfaces 4 inches. Install top coat over field base coat and spread coating evenly.

3. Back roll to achieve wet mil thickness of 32 mils unless otherwise recommended by manufacturer. 4. Avoid foot traffic on new fluid-applied membrane for a minimum of 24 hours.

D. Slip-Resistant Walkway Topcoat: Apply walkway second topcoat following application and curing of top coat. Locate as indicated, or as directed by Owner.

1. Mask walkway location with tape. 2. Prime first top coat prior to application of walkway top coat if walkway top coat is not applied within

72 hours of the first top coat application, using manufacturer's recommended primer. 3. Back roll to achieve wet mil thickness of 20 mils unless otherwise recommended by manufacturer. 4. Broadcast 20 to 30 lbs. per 100 sq. ft. of Slip-Resistant Top Coat Aggregate in wet top coat. 5. Back roll sand and top coat creating even dispersal of sand. Remove masking immediately.

3.7 PERIMETER SAFETY YELLOW WARNING AREA

A. Install a layer of Top Coat six (6) feet around the perimeter edge of the building where indicated on the attached drawings for each roof.

3.8 FIELD QUALITY CONTROL

A. Roofing Inspector: Owner will engage a qualified roofing inspector to perform roof tests and inspections and to prepare test reports.

B. Roof Inspection: Contractor shall engage roofing system manufacturer's technical personnel to inspect roofing installation, and submit reports to the Owner. Inspect work as follows:

1. Upon completion of preparation of first component of work, prior to application of re-coating materials.

2. Following application of re-coating to flashings and application of base coat to field of roof. 3. Upon completion of re-coating but prior to re-installation of other roofing components.

C. Repair fluid-applied membrane where test inspections indicate that they do not comply with specified requirements.

D. Arrange for additional inspections, at Contractor's expense, to verify compliance of replaced or additional work with specified requirements.


3.9 PROTECTING AND CLEANING

A. Protect roofing system from damage and wear during remainder of construction period.

B. Correct deficiencies in or remove coating that does not comply with requirements, repair substrates, and reapply coating.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

***END OF SECTION 07 56 00.13***

Mount Allison University Sheet Metal Flashing and Trim Section 07 62 00 Miscellaneous Roofing Project Page 1 Project # MISC-20-06 June 09, 2020

Part 1 General


.1 Coping, parapet, and cap flashings.

.2 Facias, and pitch pockets.

.3 Counterflashings over base flashings.

.4 Counterflashings at roof mounted equipment and vent stacks.


.1 Section 07 56 00.13: Roofing system: Fluid Applied Membrane Roofing

.2 Section 06 10 13 – Wood Blocking & Curbing: Wood blocking and battens for metal roofing substrate profiles.

1.3 REFERENCES

.1 ASTM A167-99(2004) - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

.2 ASTM A653/A653M-07 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.3 ASTM B32-04 - Solder Metal.

.4 ASTM B209-06 - Aluminum and Aluminum-Alloy Sheet and Plate.

.5 ASTM D4586-07 - Asphalt Roof Cement, Asbestos-Free.

.6 NRCA (National Roofing Contractors Association - USA) - Roofing and Waterproofing Manual.

.7 SMACNA (Sheet Metal and Air Conditioning Contractors' National Association) - Architectural Sheet Metal Manual.

1.4 ADMINISTRATIVE REQUIREMENTS

.1 Project management and coordination procedures.

.2 Coordination:

.1 Coordinate with other work having a direct bearing on work of this section.

1.5 SUBMITTALS FOR REVIEW

.1 Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.


1.6 SUBMITTALS FOR INFORMATION

.1 Installation Data: Manufacturer's special installation requirements.


.1 Products of This Section: Manufactured to ISO 14000 certification requirements.

.2 Perform work in accordance with SMACNA NRCA standard details and requirements.

.3 Fabricator Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.

.4 Installer Qualifications: Company specializing in performing the work of this section with minimum three (3) years documented experience approved by the manufacturer.

1.8 DELIVERY, STORAGE, AND PROTECTION

.1 Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

.2 Prevent contact with materials which may cause discolouration or staining.

Part 2 Products

2.1 SHEET MATERIALS

.1 Prefinished Steel 24 ga. finish coating of colour will match existing finish.

2.2 ACCESSORIES

.1 Fasteners: Same material and finish as flashing metal, with soft neoprene washers.

.2 Underlayment: CAN/CGSB 51.34, 0.15 mm (6 mil) polyethylene. (Please ensure poly sheet is installed under metal where required. Failure to do so will require deemed reason to remove and replace metal at cost to the contractor)

.3 Sealant: Single component polyurethane caulking to CAN/CGSB 19.13. Colour to match metal counterflashings.

2.3 FABRICATION

.1 Form sections true to shape, accurate in size, square, and free from distortion or defects.

.2 Form pieces 8’-0” (2400mm) maximum lengths. Make allowances for expansion of joints.

.3 Hem exposed edges on underside 3 mm) 1/2 inch; mitre and seam corners.

.4 Form material with standing and flat lock seams.

.5 Fabricate corners from one piece with minimum 450 mm (18 inch) long legs; seam for rigidity, seal with sealant.


.6 Fabricate vertical faces with bottom edge formed outward 6 mm (1/4 inch) and hemmed to form drip.

.7 Fabricate flashings to allow toe to extend to base of cant. Return and brake edges (refer to attached drawings).

.8 Form sheet metal pans (pitch pockets) 150 mm (6 inch) nominal size, with 75 mm (3 inch) up-stand, and 100 mm (4 inch) flanges.

Part 3 Execution

3.1 EXAMINATION

.1 Verify existing conditions before starting work.

.2 Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets in place, and nailing strips located.

.3 Verify roofing termination and base flashings are in place, sealed, and secure.

3.2 PREPARATION

.1 Install starter and edge strips, and cleats before starting installation.

3.3 INSTALLATION

.1 Conform General Installation

.1 Install sheet metal work per CRCA standards and as specified on detail drawings.

.2 Use concealed fasteners

.3 Provide underlay beneath all sheet metal flashings except where membrane flashings have been installed.

.4 Lock end joints

.5 Install pitch pans where required around roof projections. Fill pitch pans with specified material(s).

.2 Membrane Underlayment .

.1 Install underlayment to all surfaces to be covered with sheet metal flashings that did not receive membrane flashings

.2 Ensure substrate is cleaned of all dirt and debris and is free from frost or moisture

.3 Prime surfaces as recommended by membrane manufacturer

.4 Install underlayment in longest practical lengths to minimize end laps.

.5 Roll membrane immediately after placement to ensure complete contact with the substrate. Use size and type of roller specified by the membrane manufacturer.

.3 Stack Flashings

.1 Where necessary, cut stack projection to height acceptable for installation of flashing sleeve.


.2 Seal joint around projection with sealant, mastic or peel and stick air barrier to prevent air leakage.

.3 Embed sleeve into 1/8" (3 mm) application of bedding mastic.

.4 Strip in flange with membrane flashings

.5 Insulate space between sleeve and projection and install cap.

3.4 FIELD QUALITY CONTROL

.1 Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.

3.5 SURFACE CLEAN UP .1 On a continual basis, ensure the roof is free of all screws and metal fines during the

installation of the metal counterflashing. .2 Ensure all metal counterflashing is clean of all and/or any asphalt roof material. This will

include any roof top units and projections.

END OF SECTION

NEW ROOF COMPOSITION

CONCRETE DECK

OVERLAY BOARD

POLYISOCYANURATE INSULATION

EXISTING VAPOUR BARRIER


LOW RISE FOAM

LOW RISE FOAM

LOW RISE FOAM

ALPHAGUARD BIO TOP COAT - LIGHT GREY APPLIED AT 2.0 GALLONS PER SQUARE

ALPHAGUARD BIO BASE COAT APPLIED AT 3.0 GALLONS PER SQUARE

WITH PERMAFAB REINFORCEMENT APPLIED INTO BASE COAT

POWERPLY HEAVY DUTY BASE SHEET

POWERPLY ENDURE BIO ADHESIVE APPLIED AT 2.0

GALLONS PER SQUARE INTERPLY ADHESIVE

WALLACE McCAIN STUDENT CENTRE

FLUID APPLIED TOP COAT

FLUID APPLIED BASE COAT APPLIED

WITH REINFORCEMENT

BASEPLY FELT ADHERED WITH

CONCRETE DECK

OVERLAY BOARD

2 LAYERS OF POLYISOCYANURATE

REFER TO SPEC FOR SIZE

AND ATTACHMENT METHOD



INSULATION

PEEL AND STICK VAPOUR RETARDER

DRAIN INSERT

DRAIN INSERT FLANGE

SEAL

EXISTING DRAIN PIPE

SPECIFIED ADHESIVE



FLUID APPLIED BASE COAT

WITH REINFORCEMENT

BASE PLY FELT ADHERED WITH

PERIMETER EDGE DETAIL

CONCRETE DECK

METAL FLASHING

OVERLAY BOARD






INSULATION


SPECIFIED COLD PROCESS ADHESIVE

FLUID APPLIED BASE FLASHING MEMBRANE

WITH REINFORCEMENT




WITH REINFORCEMENT


OVERLAY BOARD






INSULATION


VENT STACK PROJECTION

CONCETE DECK

SPECIFIED COLD AHESIVE

SPECIFIED SEALANT

SECURE TOP OF STACK FLASHING

INSULATE INSIDE STACK FLASHING




WITH REINFORCEMENT

BASE PLY FELT ADHERED WITH SPECIFIED

WALL DETAIL

CONCRETE DECK

METAL FLASHING

OVERLAY BOARD






INSULATION

VAPOUR BARRIER

TERMINATION BAR

SEALANT

CAULK REGLET JOINT


ADHESIVE

ROOF COMPOSITION

CONCRETE DECK

OVERLAY BOARD




LOW RISE FOAM

LOW RISE FOAM

LOW RISE FOAM







EDWARDS HOUSE



FLUID APPLIED BASE COAT APPLIED WITH

SPECIFIED POLYESTER REINFORCEMENT

CONCRETE DECK

OVERLAY BOARD






INSULATION


CURB DETAIL

1 PLY BASE FLASHING MEMBRANE

ADHESIVE

EDWARDS HOUSE



WITH REINFORCEMENT


CONCRETE DECK

OVERLAY BOARD






INSULATION


DRAIN INSERT

DRAIN INSERT FLANGE

SEAL

EXISTING DRAIN PIPE

SPECIFIED ADHESIVE

EDWARDS HOUSE



WITH REINFORCEMENT


PERIMETER EDGE DETAIL

CONCRETE DECK

METAL FLASHING

OVERLAY BOARD






INSULATION


SPECIFIED COLD PROCESS ADHESIVE

FLUID APPLIED BASE FLASHING MEMBRANE

WITH REINFORCEMENT

EDWARDS HOUSE



WITH REINFORCEMENT


OVERLAY BOARD






INSULATION


VENT STACK PROJECTION

CONCETE DECK

SPECIFIED COLD AHESIVE

SPECIFIED SEALANT

SECURE TOP OF STACK FLASHING

INSULATE INSIDE STACK FLASHING

EDWARDS HOUSE

3 PLY BURMASTIC BUILT-UP ROOF SYSTEM

FIBERBOARD INSULATION


DENS DECK OVER METAL DECK

BURMASTIC FLOOD COAT APPLIED AT 6.0 GALLONS/SQUARE

BURMASTIC INTERPLY ADHESIVE APPLIED AT

2.5 GALLONS PER SQUARE

GRAVEL SURFACING

ROOF COMPOSITION - ISOLATED REPLACEMENT


LOW RISE FOAM

LOW RISE FOAM

CONVOCATION HALL

NEW ROOF COMPOSITION

CONCRETE DECK

OVERLAY BOARD




LOW RISE FOAM

LOW RISE FOAM

LOW RISE FOAM







BARCLAY BUILDING



WITH REINFORCEMENT


CONCRETE DECK

OVERLAY BOARD






INSULATION


DRAIN INSERT

DRAIN INSERT FLANGE

SEAL

EXISTING DRAIN PIPE

SPECIFIED ADHESIVE

BARCLAY BUILDING



WITH REINFORCEMENT

BASE PLY FELT IN SPECIFIED ADHESIVE

PARAPET WALL

CONCRETE DECK

METAL FLASHING

OVERLAY BOARD






INSULATION

VAPOUR REARTER

BARCLAY BUILDING



WITH REINFORCEMENT


WALL DETAIL

CONCRETE DECK

METAL FLASHING

OVERLAY BOARD






INSULATION

VAPOUR BARRIER

TERMINATION BAR

SEALANT

CAULK REGLET JOINT

BARCLAY BUILDING

ADHESIVE

WOOD DECK

ROOF COMPOSITION

VAPOUR BARRIER

LOW RISE FOAM

1/2 INCH DENSDECK







ANCHORAGE HOUSE

WOOD DECK



FLUID APPLIED BASE COAT APPLIED WITH

SPECIFIED POLYESTER REINFORCEMENT


CURB DETAIL

1/2 INCH DENSDECK

ADHESIVE

ANCHORAGE HOUSE

WOOD DECK



WITH REINFORCEMENT

BASE PLY WITH SPECIFIED ADHESIVE

PERIMETER DETAIL


1/2 INCH DENSDECK

IN MASTIC

FASTEN AND SET METAL FLANGE

CAULK

ANCHORAGE HOUSE

NAILED BASE SHEET



WITH REINFORCEMENT

BASE SHEET ADHERED WITH

OVER WOOD DECKPEEL AND STICK VAPOUR RETARDER

PITCH PAN

INSULATION

PITCH PAN SEALANT

METAL HOOD

DRAWBAND AND SEALANT

NON-SHRINK GROUT

SPECIFIED ADHESIVE

ANCHORAGE HOUSE

WOOD DECK



WITH REINFORCEMENT


WALL DETAIL

METAL FLASHING


1/2 INCH DENSDECK

TERMINATION BAR

SEALANT

CAULK REGLET JOINT

ANCHORAGE HOUSE

ADHESIVE

Roof Replacement Specification 2020

MOUNT ALLISON UNIVERSITY

62 York Street

Sackville, New Brunswick