TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 1 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

THE CITY OF SUMMERSIDE INVITATION TO TENDER

TENDER NO. 2020 – Substation Civil Works Due to the current Coronavirus / Covid 19 Pandemic crisis the City of Summerside will not be proceeding with public tender openings. Summerside City Hall will remain closed to the public until further notice. Sealed tenders clearly marked “2020 – Substation Civil Works” will be received by City Staff during the hours of 11:00:00 am to 1:00:00 pm at the front doors, Summerside City Hall 275 Fitzroy St., on Friday May 1, 2020. Tender results will be e-mailed to the Tenderer immediately following the tender review by the City of Summerside Staff responsible for the Project.

Project Timeline

Tender Closing Date 12:59:59 P.M. (AST) May 1, 2020

Anticipated Award Date May 31, 2020

Anticipated Project Completion November 30, 2020

Tender documents are available by email from:

The City of Summerside Municipal Services Office

94 Ottawa St, Summerside, PE Contact: Gerald Giroux Phone: 902-786-8134

Email: Gerald.Giroux@city.summerside.pe.ca Tenders will be opened in the Finance Board Room (1st floor) immediately after the closing hour of this Tender, at which time interested parties, may be present if so desired.

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 2 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

THE CITY OF SUMMERSIDE INSTRUCTIONS TO BIDDERS

TENDER NO: 2020 – Substation Civil Works 1.0 TENDER SUBMISSION INSTRUCTION

1.0.1 Tender forms must be completed, signed and dated.

1.0.2 The City of Summerside reserves the right to accept or reject any or

all bids.

1.0.3 Tenders must be clearly marked “2020 – Substation Civil Works”.

1.0.4 The lowest priced or any tender not necessarily accepted.

1.0.5 Late tenders will NOT BE ACCEPTED.

1.0.6 Faxed or emailed tenders will NOT BE ACCEPTED.

1.0.7 Tenders to be signed ONLY by authorized personnel

1.1 Definition

a. “City”, “The City”, “Owner”, “Summerside Electric”, “City of Summerside” means The City of Summerside. b. “Bidder” means the individual or company that submits, or intends to submit, a bid for consideration. c. “must”, “mandatory”, “require”, or “shall” means a requirement that must be met in order for the bid to be considered. d. “should” or “desirable” means a requirement having a significant degree of importance to the objectives of the Invitation to Tender. e. “contract” means the written form of agreement between the City and the successful Bidder of the Invitation to Tender process. f. “Contractor” means the successful Bidder to this Invitation to Tender process who enters into a written form of agreement with the City.

1.2 Submission of Tender By issuing this Tender the City of Summerside invites proposals from any firm. The Sealed Tender shall be addressed to: The City of Summerside 275 Fitzroy Street Summerside, PE, C1N 1H9

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 3 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

Tender envelopes should be clearly marked:

“2020 – Substation Civil Works” If submitting the tender via a courier, please ensure that the tender is inside a sealed, marked envelope inside the courier package. The outside of the envelope holding the tender should also include the return address of the bidder to be used in the event the tender needs to be returned unopened. Submission of tenders to the City via direct facsimile or email are not acceptable and all tenders must be submitted in a sealed envelope, clearly marked with the tender number and project title. Proponents should submit the following documents with their tender submission in the order as shown:

□ Form 1 - Company details □ Form 2 - Bid Sheet □ Form 3 - List of Equipment and Senior Personnel □ Form 4 - Work Schedule

A construction schedule showing substantial performance by the date or within the duration

□ Form 5 Comparable Work Experience A list of previous comparable work, including a brief description of the work, approximate contract value and references with phone numbers

□ Form 6 - A complete list of subcontractors, if any, that the tenderer will use for the work including full names

□ Bid Bond & Sureties □ Any additional information that a proponent may choose to provide □ List of sub contractors

The pages should be consecutively numbered. Tenders which contain qualifications, or omissions, so as to make comparison with other tenders difficult, may be rejected by the Owner. A tenderer may, at the tenderer’s election, submit an alternative tender which varies the materials, products, designs or equipment for those specified in the tender documents, but an alternative tender must be in addition to, and not in substitution for, a conforming tender.

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 4 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

The only alternative tender that the Owner may accept is an alternative tender submitted by the tenderer whose conforming tender would have been accepted by the Owner as the successful compliant tender. One complete copy of each bid submission should be submitted, along with a pdf file(s) of the entire bid submission (inclusive of all forms, including bond documents if requested) on a CD/DVD/memory stick. The City of Summerside is open on business days from 8:30am to 4:30pm, Atlantic Time, and is closed on Saturdays, Sundays and holidays.

1.3 Closing Date

Sealed tenders clearly marked “2020 – Substation Civil Works” will be received by City Staff during the hours of 11:00:00 am to 1:00:00 pm at the front doors, Summerside City Hall 275 Fitzroy St., on Friday May 1, 2020. Tenders received after the closing time will be returned unopened at the bidder’s expense.

1.4 Tender Opening Tenders will be opened in the Finance Meeting Room (1st Floor) at City Hall 275 Fitzroy Street, Summerside, PE, immediately after the closing hour of this Tender, at which time interested parties, may be present if so desired.

1.5 Acceptability of Tender

The City reserves the right: a) to award bids received on the basis of individual items or groups of items

or on the entire list of items; b) to split awards in any combination as the City may deems appropriate. If

the bid is submitted on an all or none basis, it shall be clearly stated. c) to reject any or all bids, or any part thereof; d) the lowest or any tender shall not necessarily be accepted; e) to waive any informality in the bids f) to accept the bid, or any portion, that is in the best interest of the City;

and g) in the event a single bid is received, the Owner may open the bid privately

without reference to the bidder. If the bid is opened and it is in excess of the Owner's budget, the Owner reserves the right to re-issue the Bid Documents for new public re-bid without revisions being made to the Bid Documents and without disclosing the single Bid Price. The Owner reserves the right to accept or reject a single bid.

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 5 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

An acceptance mailed to the successful bidder within the time for acceptance specified in the tender results in a binding contract without further action by either party. Tenders that are unsigned, incomplete, illegible, unbalanced, obscure, or contain irregularities may be rejected as informal. Tender form must contain the Tenderers business or home address, legal name and shall be signed by an authorized signatory of the business. The Tender shall be open for acceptance for a period of THIRTY (30) DAYS from the date of closing of this Tender. The City of Summerside reserves the right to waive any irregularities at their own discretion. Unit prices shall be filled in where indicated on the Tender form. Award of this Contract is subject to the approved budget. If pricing falls above budget the scope of work may be revised.

1.6 Bid Pricing Unit prices shall be shown for each unit on which there is a tender. Partial bids may be accepted at the Owner’s discretion. All prices and notations should be typewritten or written in ink. No erasures are permitted. Mistakes should be crossed out and corrections typewritten or written in ink adjacent thereto, and initialed in ink by the proper signing officer of the Tenderer. In the case of mistakes in the extension of prices, unit prices will govern. Unless otherwise specified herein by the City of Summerside, all prices quoted are to be net prices in Canadian funds including Canadian Customs duties, and are to be F.O.B. including delivery charges to the destination as indicated. The City reserves the right to terminate this contract based on unacceptable price increases during the contract period.

1.7 Contract

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 6 of 40 Summerside, PE, C1N 1H9

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Upon award the Tenderer will be required to complete the City of Summerside form of agreement (“CCDC 2 – 1994 Stipulated Price Contract”). Once the contract is fully executed a signed copy will be returned to the vendor and a purchase order will be issued. This PO number should be referenced on all invoices which must be accompanied by the Progress Payment Form found in Appendix “A”.

1.8 Bidder’s Responsibility It shall be the responsibility of each Bidder:

1.7.1 to acquire, from online or other sources as specified, any document (including

any applicable copyright seal) that is referenced or mentioned in this Tender Call which is

not physically attached herein;

1.7.2 to examine all the components of this Tender Call, including all appendices, forms

and addenda;

1.7.3 to become familiar and comply with all of the terms and conditions contained in

this Tender Call and the policies and legislation set out on the City's website at: City of

Summerside Website

The failure of any Bidder to acquire, receive or examine any document, form, addendum,

or policy shall not relieve the Bidder of any obligation with respect to its Bid or any

purchase order issued based on its Bid.

1.9 Bid Protest Procedure

1.8.1 Pre-award bid disputes.

Bidders should seek a resolution of any pre-award dispute by communicating

directly with the City Contact as soon as possible from the time when the basis

for the dispute became known to them. The City Contact may delay the outcome

of the selection process, or any interim stage of this Tender process, pending the

acknowledgement and resolution of any pre-award dispute. For more

information, see the Pre-Award and Post-Award Bid Dispute Process.

1.8.2 Post-award bid disputes.

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City of Summerside 275 Fitzroy Street Page 7 of 40 Summerside, PE, C1N 1H9

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Any dispute to the outcome of this Tender process must be received in writing by

the City Contact no later than 10 days after the date of the notification of the

outcome of the selection process, or where a debriefing has been requested, no

later than five days after such debriefing is received. Any dispute that is not timely

received or in writing will not receive further consideration.

Any written dispute with a procurement value over $100,000 that cannot be

resolved by the City Contact through consultations with the Bidder, shall be

referred to the CFO or his designate(s) for an impartial review, based on the

following information:

1.8.2.1 A specific description of each act or omission alleged to have materially

breached the procurement process;

1.8.2.2 A specific identification of the prov1s1on in the solicitation or

procurement procedure that is alleged to have been breached;

1.8.2.3 A precise statement of the relevant facts;

1.8.2.4 An identification of the issues to be resolved;

1.8.2.5 The Bidder's arguments, including any relevant supporting

documentation; and

1.8.2.6 The Bidder's requested remedial action. The CFO or his designate(s),

in consultation with the City Solicitor, may:

i. Dismiss the dispute;

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 8 of 40 Summerside, PE, C1N 1H9

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ii. Accept the dispute and direct the City Contact to take

appropriate remedial action, including, but not limited to,

rescinding the award and any executed contract, and canceling

the solicitation.

1.10 Failure or Default of Bidder If the Bidder, for any reason, fails or defaults in respect of any matter or thing which is an

obligation of the Bidder under the terms of the Tender Call, the City may at its sole

discretion:

1.9.1 disqualify the Bidder from the Tender Call and/or from competing for future

Tender Calls issued by the City for a period of one year; and

1.9.2 require the Bidder to pay the City the difference between its Bid and any other

Bid which the City accepts, if the latter is for a greater amount and, in addition, to pay the

City any cost which the City may incur by reason of the Bidder's failure or default.

The Bidder shall be ineligible to submit a new Bid for any Call that the City is required to

reissue as a result of the Bidder's failure or default or where the City deems that the

Bidder has abandoned the Agreement.

1.11 Contract

Upon award the Tenderer will be required to complete the City of Summerside form of agreement (“CCDC 2 – 1994 Stipulated Price Contract”). Once the contract is fully executed a signed copy will be returned to the vendor and a purchase order will be issued. This PO number should be referenced on all invoices which must be accompanied by the Progress Payment Form found in Appendix “A”.

1.12 Evaluation

The Contractor may be evaluated on its performance at any time during the Term as well as on contract completion. If an evaluation is done, The City's purchasing department shall provide a copy of the completed vendor performance evaluation form to the Contractor. Information contained in the form will be used for future procurement evaluations and award recommendations. Should the Contractor view any of the information contained therein to be at variance with its own evaluation of performance, the Contractor shall, within ten (10) days of receipt of the vendor performance evaluation form, give notice in writing to The City setting out the items in question which the

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 9 of 40 Summerside, PE, C1N 1H9

www.city.summerside.pe.ca Small city. Big opportunity.

Contractor feels to be incorrect. The City will then arrange a meeting including the project manager for The City and the Contractor to review the differences. In line with the City of Summerside’s purchasing philosophy, the City will give preference to local suppliers of goods and services, assuming compliance with relevant legislation such as NWPTA and AIT, and assuming their pricing, quality and experience are comparable with non-local suppliers. Local shall mean a permanent business that operates from a property that is owned or rented by the business within the boundaries of the province of Prince Edward Island.

1.13 Award of Tender

The Tender will be considered Awarded when the successful Bidder has been selected by the City of Summerside, and the decision in relation to the successful bidder has been communicated in writing to the Tenderer by the City.

1.14 Payment

The City of Summerside will issue payment in accordance with progress of work. Invoices may be issued to the City of Summerside on a monthly basis or as negotiated with the City. The Contractor shall notify the City when 80% of the original contract price has been invoiced. Tenderers shall note that the City of Summerside will require all vendors to be paid by direct deposit. Upon award, the City will require the vendors banking and contact information. Invoices are paid net 45 days.

1.15 Holdback

a) Ninety per cent (90%) of each invoice for completed work will be paid by the City, ten per cent (10%) of invoiced completed work will be held back until completion of the contract. The Contractor shall submit a separate invoice to the City for release of the holdback funds.

b) The City shall approve release of the 10% holdback referred to in Section

1.10a) to the Contractor no sooner than fifty-five (55) days following satisfaction of ALL of the following conditions: i. City Representative certifies the date of Substantial Performance of the Work, if given, or Total Performance otherwise;

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 10 of 40 Summerside, PE, C1N 1H9

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ii. The Contractor provides proof to the City attesting that all monies owing to the Contractor's workers, subcontractors, material and equipment suppliers and government agencies have been paid.

1.16 Subcontractors

The Owner reserves the right to object to any of the subcontractors listed in a tender. If the Owner objects to a listed subcontractor(s) then the Owner will permit a tenderer to, within 5 days, propose a substitute subcontractor(s) acceptable to the Owner provided that there is no resulting adjustment in the Tender Price or the completion date set out in the Tender submission. A tenderer will not be required to make such a substitution and, if the Owner objects to a listed Subcontractor(s), the tenderer may, rather than propose a substitute subcontractor(s), consider its tender rejected by the Owner and by written notice withdraw its tender. The Owner shall, in that event, return the tenderer's bid security.

1.17 Tender Qualifications

The Contractor is expected to employ competent people, properly trained and instructed to effectively, efficiently and safely perform the requirements of the work. All personnel are expected to be presentable and professionally competent to conduct themselves and the work. By submitting a tender the tenderer is representing that it has the competence, qualifications and relevant experience to do the work. The Contractor shall ensure that the “Person in Charge” of the work, is in full time attendance at the Job-Site, and is a qualified person who is recognized as a Power Line Technician and holds Interprovincial “Red Seal” Certification. The Owner reserves the right to have its own line crew shadowing of crews with our personnel as work is progressing to verify proper installation and working procedures.

1.18 Liability

The Tenderer shall ensure that the City of Summerside, its officers and employees, are saved harmless from any liability whatsoever arising out of the Tenderer's performance or non-performance of the term of this Tender, including the performance by any sub-Contractor.

1.19 Bid Bond

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 11 of 40 Summerside, PE, C1N 1H9

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The Tender must be accompanied by tender security (“Bid Security”) in the amount of ten percent (10%) of the Bid Price and in the form of a bid bond issued in a form reasonably satisfactory to the Owner, The City of Summerside.

1.20 Tenderer`s Experience

Tenderer shall be required to submit evidence as to their ability to carry out the work, and should have at least two (2) years of experience as a Bonafide Contractor in electrical distribution construction and pole replacement. The Contractor should be prepared to satisfy the City as to their competency for performing the work satisfactorily and within the time stated in the specifications and conditions attached.

1.21 Withdrawal/Amendment of Tenders

Any proponent may, after submitting a proposal, submit a revised proposal at any time before the proposal deadline. Where multiple proposals are received from the same proponent, COS will only examine the proposal which is last submitted to the Tender Box - prior proposals submitted by that proponent will be destroyed and will not be considered. If a proponent decides to withdraw a proposal before the proposal deadline that proponent may do so by means of a letter bearing their hand written signature submitted to the Tender Box. After the deadline listed in section B, all proposals/bids will be non-revocable for a period of 60 days.

1.22 Limitation of Damages – Contract A

That the Owner will not be liable to the Tenderer for more than $2,000.00 in total damages for:

a) Any breach or breaches (including any fundamental breach) by the Owner of any tender process contract (Contract A) that may arise between the Tenderer and the Owner in connection with this Tender, or

b) Any negligence or other tort committed by the Owner in connection with this Tender.

1.23 Bid Clarifications

The Owner in its sole discretion reserves the right to clarify any bid after closing and prior to award.

1.24 No Lobbying

Proponents must not attempt to communicate directly or indirectly with any staff member, contractor or representative of the City of Summerside, including the evaluation committee and any elected officials of the City of Summerside, or

TENDER NO. 2020 Substation Civil Works

City of Summerside 275 Fitzroy Street Page 12 of 40 Summerside, PE, C1N 1H9

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with members of the public or the media about a project described in this invitation to Tender, or otherwise in respect of the Invitation to Tender, other than as expressly directed or permitted by the City of Summerside.

1.25 Further Information

Prospective Proponents may pose the City of Summerside questions in order to develop their proposals. Although informal questions via telephone, text or in person are allowed and encouraged, COS only commits to answering questions which are received in writing by email a minimum of 4 working days before the tender deadline. Answers for written questions will be provided a minimum of 2 working days before the tender deadline. COS will, at its own discretion, issue Addendums when providing additional information to all proponents will improve the quality of proposals received. All questions are to be submitted in writing via email as per the following: Gerald Giroux, PEng, BSc., Electrical Engineer Email: gerald.giroux@city.summerside.pe.ca

TENDER NO. 2020 Substation Civil Works

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GENERAL CONDITIONS & INSURANCE REQUIREMENTS

1.26 Contractor

The Contractor shall be deemed the “Prime Contractor” for the works site(s) under the Regulations of the Workers Compensation Act and Occupational Health and Safety Regulation and must fulfill all of the obligations required of a “Prime Contractor”.

1.27 No Claim for Compensation

Except as expressly and specifically permitted in these instructions to Tenderers, no Tenderer shall have any claim for any compensation of any kind whatsoever, as a result of participating in the tender, and by submitting a bid each tenderer shall be deemed to have agreed that it has no claim.

1.28 Manner of Performance

The whole of the work and the manner of performing same shall be done in a professional/workmanlike manner, and all personnel shall have an adequate experience and background in the work required, and to the entire satisfaction and approval of the City of Summerside.

1.29 Inspection

a) Periodic Inspection Periodic inspection of the work areas will be made by the City of Summerside to verify that the service supplied by the Contractor is adequate in all respects. If any deviations from this exist, the Contractor will be notified either verbally or in writing of the corrective measures to be taken. Upon notification, the Contractor must proceed without delay to institute corrective measures. Such periodic inspections shall not relieve the Contractor in any way from Contractor led inspections to ensure that the work is being satisfactorily performed. b) Supplies All supplies shall be subject to inspection and test by and shall meet the approval of the City, and the decision shall be final and binding upon all parties. The Contractor shall adopt such inspection measures as may be considered necessary by the City to ensure that the supplies supplied or to be supplied hereunder are at all times of a uniform grade and of the kind and quality herein specified.

TENDER NO. 2020 Substation Civil Works

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In case any supplies or lots of supplies are defective in material or workmanship or otherwise not in conformity with the specifications of the contract, the City shall have the right either to reject them or to require their correction. Supplies or lots of supplies which have been rejected or required to be corrected shall be removed or corrected in place, as requested by the City, by and at the expense of the Contractor promptly after receipt of notice by the Contractor from the City.

1.30 Materials, Appliances, Employees

Unless stipulated otherwise, the Contractor shall provide and pay for all labour, tools, equipment, power, transportation and other facilities for the execution of the work. The Contractor shall not employ on the job any unfit person nor anyone not skilled in the work assigned to them. Anyone under the influence of, or in the possession or use of intoxicating beverages or drugs on the work shall be deemed unfit. The Contractor and/or their employees shall not enter into any dispute with, and shall maintain a courteous relationship with the public while in the process of executing the Contract work.

1.31 Emergencies or Non-compliance by Contractor

The Owner's representative has authority to stop the progress of the work whenever in his/her opinion such stoppage may be necessary to ensure the safety of life, or the structure, or of adjoining property. The Owner's representative shall have, without limitation, the following rights:

a) In his/her sole opinion, to decide whether any part of the work has been done as required by the Contract.

b) What the Contractor is required by the Contract to do including without

limitation questions as to the acceptability of the quality or quantity of any labour or material used in the execution of the work and the timing or scheduling of the work.

1.32 Changes in the Work

The Owner, without invalidating the Contract, may make changes by altering, adding to, or deducting from the work, with the Contract price being adjusted

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accordingly. All such work shall be executed under the conditions of the original Tender.

1.33 Valuation of Changes The value of any change or extra work shall be determined in one or more of the following ways: a) by unit prices agreed to; b) by estimate and acceptance in a lump sum; c) by cost and percentage or by cost and a fixed fee. In case of additional work to be paid for under method (c), the Contractor shall keep and present in such form as the Owner may require a correct account of the net cost of labour and materials, together with vouchers. The Contractor may request or the Owner may order changes in the work or the timing or sequencing of the work that impacts the Contract Price or the Contract Time. All such changes in the Work that affect Contract Time or Contract Price shall be formalized in a Change Order prior to the commencement of the change in work, or the time or sequencing of the work. The Contractor must receive a Change Order before proceeding with a Change and the Contractor shall strictly comply with the requirements of the Change Order. In an emergency, when it is impractical to delay work, the Owner may issue a hand written direction and follow up with a Change Order. No payment on account of changes or extra work shall be made until the value thereof has been determined and agreed upon between the Owner and the Contractor as herein provided.

1.34 Applications for Payment

The Contractor shall submit to the Owner an application for each payment and, if required, a statutory declaration, receipts or other vouchers showing payments for labour.

1.35 Permits, Notices, Law & Rules

The Contractor shall apply and pay for all necessary permits or licences required for the execution of the work. The Contractor shall give all necessary notices and pay for all fees required by law and comply with all laws, ordinances, rules and regulations relating to the work and to the preservation of the public health. The Contractor shall be responsible for the safety of all workforce and equipment on

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the project in accordance with all applicable safety legislation passed by Federal, Provincial and Local Authorities governing safety.

1.36 Local Conditions

The Contractor shall by personal inspection, examination, calculations or tests, or by any other means, satisfy themselves with respect to the local conditions to be encountered and practicability of the work and of the methods of procedure. No verbal agreements or conversation with any officer, agent or employee of the City of Summerside, either before or after the execution of the Tender, shall affect or modify any of the terms or obligations herein contained.

1.37 Compliance with Workers Compensation Regulations The Contractor shall ensure compliance with the Workers Compensation Act and any regulations thereunder, especially provisions of said Act or of regulations under said Act having to do with the prevention of accidents, the prevention of diseases and the provision of safe working conditions, including proper sanitation and ventilation. In any case where pursuant to the provisions of the Workers Compensation Act, the Workers Compensation Board orders the Contractor in respect of operations under this Agreement to cease operations because of failure to install or adopt safety devices or appliances directed by the order of the said Board, or required under said Act or regulations thereunder or because said Board is of the opinion the conditions or immediate danger exist that would be likely to result in injury to any person, or because of lack of payment of an account due to the Board, the Owner on 24 hours written notice to the Contractor may terminate the Contract.

1.38 Protection of the Work, Property and Public

It shall be the Contractor's responsibility to ensure that all applicable statutory codes and provisos are conformed to, especially those regulating work in the vicinity of energised electrical circuits. The Contractor shall ensure that tree pruning and clearing personnel are properly qualified and be able to show proof of competency. The Contractor shall be responsible for safety management for all persons who are present within the boundaries of the work site, including but not limited to the Contractor’s workers, the Subcontractor’s workers, the Corporation or Engineer or any other inspector or agent appointed by either of them and other Contractor’s workers and anyone else.

1.39 Safety

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The Contractor shall be solely and completely responsible for the overall safety program on the work site during the performance of the work, to ensure the safety of all persons at the work site, the physical facilities and buildings existing and under construction; and, to safely coordinate all activities on the work site. This requirement shall apply continuously and not be limited to normal working hours. The Contractor shall observe and enforce all safety measures required by Workers Compensation Act of PEI and attendant regulations, the safety requirements of the City and all applicable statutes. In the event of discrepancy between such provisions, the most stringent provision will apply. The Contractor shall investigate thoroughly the nature and conditions of the project as well as the requirements of the job procedures and should be prepared to , if warranted, implement a more comprehensive safety program than is required by the PEI Occupational Health and Safety Act. The Contractor shall make itself, its employees, subcontractors, suppliers, the City, the Engineer and all others that the Contractor brings to the work site aware of the safety and security rules, regulations and requirements in effect at the work site. If the Contractor has a company safety manual, the Contractor shall provide a copy of that manual to the city after award of the contract. The Contractor shall provide site safety orientation for all Contractor and Subcontractor employees and visitors to the site. This presentation must be made before their work commences or an appropriately trained worker must escort them. The Contractor shall be proactive in its approach towards safety and shall anticipate problems, correcting situations before they occur. The Contractor shall have a means of inspecting the work site to ensure all personnel meet or exceed the minimum safety requirements, all unsafe conditions are corrected immediately, and proper discipline is enforced. A lax attitude towards safety will not be tolerated on the worksite. In instances where the Contractor and the City have a differing safety policy, the more stringent policy shall prevail. The minimum ratio of PLT to apprentice shall be 1:1.

1.40 Owner’s Right to Do Work

If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Tender, the Owner, after five (5) days written

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City of Summerside 275 Fitzroy Street Page 18 of 40 Summerside, PE, C1N 1H9

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notice to the Contractor, may make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor.

1.41 Work by Others

The City of Summerside reserves the right to determine whether the Contractor or the City crews will perform the work. The decision will be made based on the scope of the work in question and will be the made at the Owner’s discretion. If the Contractor is not available to perform the work scheduled as requested in the timeframe as determined by the Owner, the City of Summerside reserves the right to have work done by an alternate Contractor or City crews. This work will only be undertaken upon discussion with the Contractor and mutually agreeing to this arrangement.

1.42 Owner’s Right to Terminate Contract

If the Contractor should be adjudged bankrupt, or should make a general assignment for the benefit of creditors, or if a receiver should be appointed on account of insolvency or if the Contractor should refuse or fail to supply enough properly skilled workers or proper equipment after having received seven (7) days’ notice in writing from the Owner or otherwise be guilty of a substantial violation of the provisions of the Contract, then the Owner may, by giving the Contractor written notice, terminate the employment of the Contractor and finish the work by whatever means deemed expedient. In such case, the Contractor shall not be entitled to receive any further payment.

1.43 Contractors Right to Terminate Contract

If the work should be stopped under an order of any court, or other public authority through no act or fault of the Contractor or of anyone employed by them, or if the Owner should fail to pay to the Contractor within fourteen (14) days of its maturing and presentation, any sum certified by the Owner or awarded by arbitrators, then the Contractor may upon five (5) days written notice to the Owner stop work and/or terminate this Contract, and recover from the Owner payment for all work executed and any loss sustained with reasonable profit and damages.

1.44 No Assignment or Sub-Letting of Contract Without Consent

The Contractor shall not assign, sub-let or let out as task work, any part of the work without first having had and obtained the consent in writing of the City, which consent the City may withhold in its absolute discretion. If the City should consent to any such assignment, sub-letting or letting out as task work of all or any part of the work, the Contractor shall by reason thereof, be in no way relieved from their responsibility for the fulfilment of said work, but shall

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continue to be responsible for the same in the same manner as if the said work had been performed by the Contractor.

1.45 Prices to be Accepted as Full Compensation

The price or prices provided for in the Tender shall be accepted by the Contractor as full compensation for everything furnished and done by the Contractor under this Tender, including all work required but not included in the items herein mentioned, and also for all loss or damage arising out of the nature of the work or the action of the weather, elements, or any unforeseen obstructions or difficulty encountered in the prosecution of the work, and for all expenses incurred by or in the consequence of any delay or suspension or discontinuance of the work as herein specified, and for well and faithfully completing the work as in this contract provided.

1.46 Public Liability & Property Damage Insurance

The Contractor/Consultant shall provide, at the time of request, certificates of insurance as outlined below: Forthwith, the Contractor shall obtain and maintain in force during the period of service, and for a minimum of twelve (12) months following completion of the works, with an insurance company a policy of insurance acceptable to and approved in writing by the City, the following insurance with limits on an occurrence basis not less than those shown in respective items following: Provision of Goods and Services

a) Commercial General Liability Insurance providing coverage not less than Five Million ($5,000,000.00) Dollars each occurrence, all-inclusive against liability for bodily injury, death or property damage on an occurrence basis.

b) Limited Pollution Liability Insurance with no less than One Million

($1,000,000.00). c) Completed Operations coverage not less than Five Million

($5,000,000.00) Dollars each occurrence inclusive against liability for bodily injury, death and/or damage to property of others arising out of the existence of any condition in the completed work on any installation or repair operations during the period of one year next ensuing after acceptance of the completed work by the City.

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d) Automobile Insurance for public liability and property damage providing

coverage not less than Five Million ($5,000,000.00) Dollars each occurrence, all-inclusive on owned, non-owned or hired vehicles.

e) Notwithstanding anything contained elsewhere herein, it is understood

and agreed that the City shall not be liable for any loss or damage to Contractor's equipment including loss of use thereof.

f) The deductible or reimbursement for any policy required under this

section shall not exceed Five Thousand Dollars ($5,000.00) per claim. The Contractor and/or Subcontractors, as may be applicable, shall be responsible for any deductible amounts under the policies of coverage/insurance except for perils of Flood and Earthquake, which deductibles shall be the responsibility of the Owner.

g) In all policies of insurance providing coverage called for by this clause (except automobile insurance on vehicles owned by the Contractor), the “City of Summerside” shall be named as the additional insured. In all such policies each sub-Contractor performing work under this Agreement shall be named as an additional insured in respect of the performance of the work, and each such policy shall provide that no cancellation or material change in the policy shall become effective until after thirty (30) days’ notice of such cancellation or change shall have been given to the City by registered mail, and the Contractor will upon demand of the City delivery over to the City all such policy or policies of insurance and the receipt for payment of premium thereon; and should the Contractor neglect so to obtain and/or maintain in force any such insurance as aforesaid or delivery such policy or policies and receipts to the City, then it shall be lawful for the City to obtain and/or maintain such insurance, and the City hereby appoints the City its true and lawful attorney to do all things necessary for this purpose. All monies expended by the City for insurance premiums under the provisions of this clause shall be charged to the Contractor.

1.47 Indemnification of City

The Contractor/Consultant releases, indemnifies and saves harmless the City and its elected officials, officers, employees, contractors, solicitors, assigns and agents from and against all claims, demands, actions, proceedings, suits, loss, damage, costs (including legal costs), fines, penalties, charges and expenses (in

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this section collectively "Claims") which the City may incur, suffer or be put to arising out of or in connection with this Agreement or acts or omissions of the Contractor/Consultant under this Agreement, including: a) those arising out of or in connection with any loss or damage to persons

(including bodily injury and death) or property as a result of or in connection with, directly or indirectly, this Agreement,

b) economic loss, c) those arising from a breach by the Contractor/Consultant of any of its

agreements, representations, warranties or covenants set forth in this Agreement,

provided, however, that this obligation to indemnify the City shall not apply to Claims to the extent, if any, to which they may arise from the wrongful or negligent act or failure to act of the City or from any City breach of this Agreement. Without limitation, the Contractor/Consultant shall promptly pay the City in respect of any Claims recoverable by a third party from the City or the property of the City.

1.48 Service Contracts

If this tender is for a contracted service, tenderers shall note: INSURANCE – The Contractor shall, without limiting its obligations or liabilities under this contract, procure and maintain, at its own expense and cost, the insurance policies listed in General Conditions & Insurance Requirements. BUSINESS LICENSE - that a PEI Business License is required by the successful Contractor prior to commencing work.

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2.0 SCOPE OF WORK/SPECIFICATIONS 2.1 Project Background

This Civil Works Tender is intended to prepare the substation for a variety of

upcoming equipment replacements. Note that this section is provided as

background information only; not all items described within are part of contract.

Station Equipment Replacements and Upgrades (this work by Owner, not in Contract)

1. Transformer T7 is to be upgraded for larger MVA load capacity. High voltage (69kv) fusing to be replaced (SW7-1). medium voltage (mv) conductors to be replaced between transformer and medium voltage (MV) string bus.

2. Existing T7 transformer unit to be relocated to T6 transformer bay. High voltage (69kv) fusing to be replaced (SW3-1).

3. Existing T6 transformer unit to be removed to be assessed by owner.

4. Voltage regulators V5 (three 1ɸ units) to be upgraded to 667 kVA or 833 kVA units corresponding to the increased capacity of T7 transformer.

5. SW 7-2 will be upgraded to 1200 Amp with load break capability

6. SW 7-3 will be upgraded to 1200 Amp capability.

Tender Civil and Structural Works 1. Optional price to install passive oil containment field to be installed around

transformers T7, T3, and T4, voltage regulators V5 and V4.

2. New low voltage trench to be installed running length of yard and connecting control building ‘A’ with utility building 'B'. trench is to be partitioned in to two sections, one for power, one for communications cabling.

3. New underground (U/G) conduits to be installed as necessary to provide routes for power and communication cables from the new low voltage trench to each substation yard device.

4. New cable tray trench exit to be installed at ends of trench run with penetration through exterior wall of control buildings. Control Building “A” is on a slab level with grade and Utility Building “B” is on 4’x4” post above grade.

5. New cable tray suspended in control building ‘A’ to be blended to existing. (this work by Owner, not in Contract)

2.2 Project Summary

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This project involves installation of approximately 80m of precast trench system or cast on site as per drawings to contain low voltage and fibre optic control cables, and various runs of underground conduit to various substation equipment. An optional price to include passive oil containment system around several pad mounted power transformers and voltage regulators will be provided. All work will be conducted within the Summerside Electric substation bounded by Harvard, King, and Ottawa Streets. All work must be completed by November 30, 2020. The Contractor shall notify the City to inspect and approve work on a regular basis. Proponents are responsible for determining the total amount of work to be completed. The bid price shall consider all site conditions. It is recommended that Proponents examine the work site and fully understand the scope of the project.

2.3 Scope of Work

Civil and Structural Works

Refer to Appendix “B” for Technical Drawings.

General and Safety Requirements 1. The Contractor is to provide a work plan and schedule to the owner and

engineer for approval detailing steps to ensure a safe work area during construction. The plan is to include consideration of adjacent live equipment and temporary grounding requirements during construction.

2. The Contractor is to source all required materials. Any deviations from the specified materials are to be approved by the Owner or Engineer.

3. Any deviations from the Technical Drawings are to be approved by the Owner and Engineer.

4. Any underground plant encountered, but not shown on the provided drawings, is to be reported immediately to the Owner and Engineer.

5. Information regarding position of existing plan, as shown in the Technical Drawings, is best available, however there is no guarantee of accuracy. Contractor is to verify location and depth of all underground equipment and modify design in consultation with the Engineer where necessary.

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6. All limits of approach, as defined by the CSA and the Utility, are to be understood and adhered to, and only qualified personnel are to work in proximity to electrically energized apparatus.

7. Any and all isolation of electrical equipment is to be performed in consultation and coordination with the Owner.

8. Excavation is to be performed with great care so as to prevent damage to existing underground (and overhead) plant. Hand digging is to be utilized where required.

9. No manipulation of medium or high-voltage energized plant is to be performed.

10. Contact with exposed ground conductors is to be avoided. Where contact is necessary, plans for guarding and/or insulating the conductors during construction is to be developed in consultation with the Engineer.

11. Replacement of existing power and communication cables is to be coordinated with Utility personnel. Cut-over plans must be in place to keep outage durations to a minimum for power transformer cooling systems, and recloser and regulator controls.

Oil Containment - Optional 1. Install fully functioning passive oil containment system complete with all

required elements; gravels, geotextiles, adhesives, and other construction materials.

2. Oil containment field is to encompass transformers T7, T3, & T4, and voltage regulators V5 & V4, with boundary as shown on Drawing C1.

3. Oil containment system capacity shall be designed to sufficiently hold 125% of the oil volume of the largest device (by oil volume) within the bounded area. New T7 transformer is expected to contain 10,580 L of insulating oil.

4. The oil containment field is to remain shallow so as to avoid requirement for modifications to the existing substation ground grid.

5. A minimum of 300 mm clearance is expected between the oil containment boundary and all footings and permanent obstacles.

6. All conduit penetrations through the containment area shall be booted and sealed to prevent egress of oil.

Precast Trench or cast on-site

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1. Install low voltage trench running the length of yard (approximately 80 m) and connecting Control Building ‘A’ with Utility Building 'B', as shown on Drawing C2. Drawings are based on Old Castle Plastibeton 2012, an alternative can be Barkman Concrete. Contacts are as follows:

a. AESCO Corporation – Brad Macleod

i. 20 Greenwich Dr, Dartmouth Nova Scotia 902-434-3101

b. Barkman – Myron Vogt

i. 901 Gateway Rd. Winnipeg, Manitoba (204) 667 3310

2. The trench is to be partitioned in to two sections with a center divider. One side is to be dedicated for power carrying conductors, the other for fibre-optic communications cabling.

3. Install a cable tray trench exit to be installed at each end of the trench with penetration through exterior wall of control buildings.

4. The precast trench is to remain shallow so as to avoid requirement for modifications to the existing substation ground grid. Bed preparation and drainage details for the trench as shown on Drawing C3. Refer also to cross-section Drawing E2.

Underground Conduit 1. The existing network of underground (U/G) conduits will remain and replaced

over time as devices are upgraded.

2. All conduit is to be rigid PVC, CSA Type DB2, certified for direct burial applications.

3. All conduit elbows are to be “long sweep” type with minimum bend radius of 600 mm.

4. All spare conduits are to have nylon fishing string installed with ends capped.

Station Grounding 1. All efforts are to be taken to avoid damage to the station ground grid. If breaking

of ground grid conductors is found to be necessary for installation of the proposed underground plant, then a plan shall be developed in conjunction with the Owner and Engineer to maintain a safe work site. This could necessitate installation of additional ground conductors, use of ground mats, or other agreed upon measures.

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Station Backfill and Topping 1. Refer to Drawing C3 for Geotechnical requirements and engineered and

structural granular fill specifications.

2.4 Reference Standards

All scope of work items in Section 3.3 above shall comply with rules and regulations as defined by:

• CSA C22.1-18, Canadian Electrical Code, Part 1. • CSA C22.3 No. 1-15, Overhead Systems. • CSA C22.3 No. 7-15, Underground Systems.

Or as otherwise directed by the Owner or Owner’s Engineer.

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4.0 CONTRACTOR REQUIREMENTS a) The Contractor shall be responsible for all underground location efforts, and

arrange for and provide all excavation services, qualified traffic control services where necessary, and transportation of all materials to site.

b) Third party invoicing is the responsibility of the Contractor. c) All applicable noise bylaws shall be adhered to. d) Eight (8) hour work days / Five (5) day work weeks from 7:30am to 4:00pm

are standard – other variations require City pre-approval. Other work schedule variations may be acceptable and must be approved by the City prior to implementation.

e) Daily communication at job start and job close is required with the Summerside Electric Substation Supervisor. This can be by cell phone or by texting.

f) Guarantee of Non-Reclose (GNR) or other protection must be arranged with Summerside Electric the day prior to it being required.

g) Summerside Electric has Lockout Procedures and Safety Practice Rules (SPRs). The successful bidder will be required to follow these rules and procedures.

h) Contractor trucks and equipment are not to be stored in the Summerside Electric yard; they must be stored elsewhere when not in use, unless approval is granted by the Owner’s Representative.

i) All work is to be carried out in a professional and workman-like manner. j) All recyclable material (wire, steel, etc.) shall be returned to Summerside

Electric and deposited in the appropriate recycle bin. Clean copper wire shall be monitored closely, and shall be the only type of wire put into the “Clean Copper” bin. a. There is a Regional District Transfer Station nearby, and some non-

recyclable scrap material may be disposed of there per Regional District approval.

b. The Contractor is required to satisfy themselves as to what is and what is not accepted by the Transfer Station.

c. All other refuse is to be disposed of at the contractor’s expense. 4.1 Coordination with Summerside Electric

The Contractor shall be responsible for coordination of all site work with Summerside Electric employees and all sub-Contractors needed for execution of the work, including qualified Traffic Control, if required. It is expected that the Contractor shall coordinate all work in a professional manner; in accordance with applicable rules and regulations.

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4.2 System Installation Procedures The Contractor shall supply all necessary labour, equipment and services to provide a complete installation as listed herein and shown on the drawings. All materials for this project shall be supplied by the Contractor. The installation of all plant shall be completed according to good practice and current regulations. Any variances must meet with Standard clearance requirements. The intention is that the Contractor shall complete all work with minimized power outages to equipment, wherever possible. If a power outage to equipment is required, the contractor shall be responsible for notifying and arranging outages with approval by Summerside Electric. Approval may be weather and/or temperature dependant.

4.3 Location of Underground Plant

Summerside Electric is available to assist the Contractor with determining the location of existing underground plant. The Contractor must consider all conditions in the project assessment and bid preparation. The Contractor is ultimately responsible for the accurate layout and alignment of all new work. Where new plant is to be located, there may be conflicts with other utility systems. It shall be the responsibility of the Contractor to ensure that no contact with any other underground works occurs during this contract. If underground systems are contacted and damaged, the Contractor shall repair or replace components, absorbing 100% of the cost.

4.4 Traffic Control

As stated elsewhere, the Contractor shall be responsible for acquiring and maintaining traffic control as per D.O.T. standards for the requirements for the duration of the contract, including flagging and signage. The Contractor shall comply with the requirements of any applicable regulations concerned, in regards to the closure of roadways, installation of barriers, guards, lights, temporary bridges, flag persons, watch persons, and the posting of proper notices and signals to the public regarding detours and the conditions of work under construction. This is to effectively guard the public from danger as a result of the work being done under this contract. The Contractor shall fully comply with these requirements, and shall be responsible for any additional requirements that may

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arise during the progress of this work. All costs involved with meeting these requirements shall be included in the price bid for this contract.

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4.5 Material Specifications Refer to the associated Technical Drawings. Any deviations from the Technical Drawings must be approved by the Owner or Owner’s Engineer.

4.6 Owner Supplied Material

All material for the project is to be supplied by the Contractor. 4.7 Backfill Methods

Each hole created shall be backfilled and tamped to grade and covered in gravel to prevent any safety hazard to animals or persons. The Contractor is responsible for supplying clean backfill material, free of organic material and snow. If there are any deficiencies with backfill and site restoration methods, the Contractor shall make good. Summerside Electric reserves the right to correct the deficiency and back-charge the Contractor.

4.8 Quality

All work shall follow standard construction practices and good workmanship. The Contractor shall repair any defects arising from faulty material and/or workmanship, and/or backfill sinking, for a period of one (1) year after the system has been energized by Summerside Electric. The Contractor, after receiving notification from Summerside Electric, shall immediately correct any defects from these causes, at the Contractor’s expense. Each correction shall be similarly maintained for a one (1) year period, after Summerside Electric approves the correction in writing. If the defect is not corrected in a reasonable time (i.e. two weeks) after owner notification, Summerside Electric may proceed to do the work itself, at the Contractor’s risk and expense, and the costs thereof shall be payable by the Contractor to Summerside Electric.

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APPENDIX “A” TENDER FORMS

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 1 – Company Details (Include in tender submission) COMPANY NAME ADDRESS TELEPHONE NO FAX NO E-MAIL ADDRESS WCB REGISTRATION NO Security “I enclose herewith a bid bond, made out to City of Summerside in the amount of ten percent (10%) of the tender issued by a company authorized to transact business in the Province of Prince Edward Island. AUTHORIZED SIGNATURE PRINTED NAME DATE TENDERED

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 2 – Bid Sheet (Include in tender submission) In accordance with the “Tender Information & Specifications” which I/we have carefully examined, the undersigned hereby submits a firm Tender to perform the work required for the sum of:

Item Description Lump Sum

Price

1A Labour and equipment for installation of a passive oil containment system.

1B Materials for installation of a passive oil containment system.

2A Labour and equipment for installation of approximately 80m of precast trench system.

2B Materials for installation of approximately 80m of precast trench system.

3A Provide labour, equipment, and material for installation of underground conduit to substation equipment.

3B Provide labour, equipment, and material for installation of underground conduit to substation equipment.

Subtotal

Taxes

Total (Canadian Funds)

By way of submission, we acknowledge that we have received and carefully reviewed all of the Tender documents, including all posted Addenda. COMPANY NAME AUTHORIZED SIGNATURE

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 3 – List of Equipment and Senior Personnel (Include in tender submission) Equipment The tender states that the equipment listed will be available for work in this Tender

Personnel Designation Years of

Experience

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 4 – Work Schedule (Include in tender submission) Indicate Schedule with bar chart with major item descriptions and time

Activity Construction Schedule

1 2 3 4 5 6 7 8 9 10

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 5 – Comparable Work Experience (Include in tender submission)

Project Owner Work Description Value ($)

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

COMPANY NAME AUTHORIZED SIGNATURE

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THE CITY OF SUMMERSIDE TENDER NO: 2020 – Substation Civil Works

Form 6 – List of Subcontractors (Include in tender submission)

Tender Item Trade Subcontractor Name Phone Number

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PROGRESS PAYMENT FORM

PROJECT: 2020 Substation Civil Works CHANGE DIRECTIVE NUMBER:

TO OWNER c/o: City Of Summerside CONTRACT DATED:

Purchase Order#:

To be completed by Contractor and submitted to Owner with its monthly progress payment request. (HST not included in amounts)

SECTION 1. Fill in all the blanks

Reporting Period From: MMM DD, YYYY To: MMM DD, YYYY

1. Amount of Original Contract:

$

2. Amount of Change Orders, Amendments and Modifications to Date: $

3. Total Contract to Date including Change Orders, Amendments and Modifications (Line 1 + Line 2): $

4. Amount Invoiced this submittal period: $

5. Total Amount Requested to Date: $

6. Amount of Progress Payments Requested to Date (Line 4 + Line 5): $

7. Percent Complete (Line 6÷ Line 3): %

Contractor must sign this form

Contractor name, Contractor position title

Name and Title (Print)

###-###-#### ###-###-####

Telephone Cell

MMM DD, YYYY

Date

Strategic Construction Approval City of Summerside Approval

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APPENDIX “B” SCOPE OF WORK

Technical Drawings

Drawing No. Title Rev.

00 Cover Sheet

CIVIL

C1 Oil Containment

C2 Trench Plan

C3 Trench Details

C4 Conduit Plan

ELECTRICAL

E1 Station Plan

E2 Cross Section

E3 Station One-Line

Contract No.

SUBSTATION CIVIL WORKS

CITY OF SUMMERSIDE

REQUEST FORPROPOSAL

OPTIONALPRICING ONLY

C1

C2

C3

”)”)

” ”

C4

..\12 LOGO\Summerside.png

ISSUED FOR

INFORMATION

ONLY

4.16 kV BUS12.47 kV BUS

E1

E2

B95 TO C32

..\12 LOGO\Summerside.png

E3

ISSUED FOR

INFORMATION

ONLY

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APPENDIX “C” SPECIFICATION DOCUMENTS

Specification No. Title Rev.

01 10 00 General Requirements 0

01 32 00 Construction/Demolition Waste Management & Disposal 0

01 33 00 Submittal Procedures 0

01 45 00 Quality Control 0

01 78 00 Closeout Submittals 0

03 10 00 Concrete Forming and Accessories 0

03 20 00 Concrete Reinforcing 0

03 30 00 Cast-in-Place Concrete 0

26 05 00 Common Work Results - Electrical 0

26 05 21 Wires and Cable (0-1000V) 0

26 05 27 Grounding – Primary 0

26 05 29 Hangers and Supports for Electrical Systems 0

26 05 31 Splitters, Junction, Pull Boxes and Cabinets 0

26 05 34 Conduits, Conduit Fastenings, and Conduit Fittings 0

26 05 36 Cable Trays for Electrical Systems 0

26 05 44 Installation of Cables in Trenches and in Ducts 0

26 41 16.01 Panelboards – Breaker Type 0

31 23 10 Excavating, Trenching and Backfilling 0

33 05 40 Passive Oil Containment System 0

Summerside Electric Section 01 10 00 2020 Substation Civil Works GENERAL REQUIREMENTS Contract 192617.00 Page 1 of 12

Part 1 General

1.1 INSTRUCTIONS TO CONTRACTOR

.1 Any question as to the intent of the specifications or an apparent conflict or omission between this specification and other specifications shall be resolved by the Contractor contacting the Owner for clarification.

1.2 CONTRACTOR SUBMISSION DATA

.1 State in the proposal all exceptions to these specifications, or shall state that no exceptions exist.

1.3 DRAWINGS

.1 The whole of the work must agree in all particulars with the levels, measurements and details contained in the Drawings accompanying this Specification, and with such other drawings or information as may from time to time be supplied by the Owner’s Representative, or may be supplied by the Contractor and reviewed by the Owner’s Representative.

1.4 SETTING OUT THE WORK

.1 Set out the work. Identify the Site on the ground using data provided by Owner's Representative.

.2 Maintain reference points on-site and/or re-establish points as required during the Contract period.

1.5 ORIGINAL GROUND ELEVATIONS

.1 Before commencing any work, agree to all levels of the original ground surface with the Owner’s Representative.

1.6 PROGRAM OF WORKS AND WORK SCHEDULES

.1 As soon as it is practicable, in any case not later than two (2) weeks after the Award, submit to the Owner's Representative for review and approval, a program and construction schedule showing the order of procedure, significant Contract dates, and method in which the Contractor proposes to carry out and complete the Works within time period required by Contract Documents.

.2 Provide information regarding the implementation of the Works and of the Construction Equipment, temporary works, labour, and construction crews which the Contractor intends to supply, use or construct as the case may be.

.3 Construction Schedule to be standard "bar" type, showing commencement, duration and completion of activities of all trades and suppliers involved.

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.4 Construction Schedule is subject to review by Owner's Representative and will be

revised and resubmitted as directed.

.5 Update schedules periodically and submit updated Construction Schedule in duplicate with each request for payment. Where work has fallen behind the original schedule times, indicate methods proposed to correct such loss of time, to maintain the stated Completion Time.

1.7 CONSTRUCTION DOCUMENTS

.1 Submit drawings for review showing assembly, details, and layout shall show anchor bolts, openings for cables, and all pertinent support structure loading details for Contractor supplied equipment.

.2 Furnish a set of drawings complete with a bill of material and showing: typical front views and open side views as well as typical components, their positions, and available space for cable termination; an anchor bolt plan with dimensions; a one-line diagram; and appropriate wiring diagrams.

.3 Contractor's drawings submitted for review must show all terminals, wire and terminal numbering and incorporate equipment schematic details.

1.8 COST BREAKDOWN

.1 Before submitting first progress claim, submit detailed breakdown of the lump sum price as directed by Owner’s Representative. After approval by Owner’s Representative, cost breakdown will be used as the basis for progress payments.

1.9 PHOTOGRAPHS

.1 Prior to the commencement of the Work, the Owner's Representative may arrange for photographs to be taken of the Site of the Works and those properties adjacent to the Site of the Works. Be present or have an authorized representative present during the taking of photographs to make any comments on the conditions of the Site. These photographs, together with a written report on the condition of existing roads, trees, etc., as determined by mutual agreement between the Contractor and Owner's Representative, will be retained by the Owner's Representative as a record of Site conditions prior to commencement of work.

1.10 ASSISTANCE TO THE OWNER'S REPRESENTATIVE

.1 During the continuance of the Contract, provide necessary labour and tools to assist the Owner's Representative in measuring, checking, testing and examining the work and for the setting out and measurement of the Works, the cost of all such being deemed to be covered by and included in the Contract Price.

1.11 SHOP DRAWINGS

.1 Submit shop detail or working drawings and manufacturer's data for all items requiring fabrication, on or off the Site, and for all proprietary equipment to the Owner's

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Representative for review before any such items or equipment are incorporated into the Works. This review of Shop Drawings by Owner's Representative is for the sole purpose of ascertaining conformance with the general design concept. This review shall not mean that Owner's Representative approves the detailed design inherent in the Shop Drawings, responsibility for which will remain with the Contractor submitting them, and such review shall not relieve the Contractor of responsibility for errors or omissions in Shop Drawings or of responsibility for meeting all requirements of the Construction and 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 co-ordination of the work of all sub- trades.

.2 Submit shop drawings with such promptness as not to cause delay in this work, or of the works of any Sub-Contractors.

.3 The information submitted must clearly show the dimensions, materials or construction, performance, finish, service and installation requirements and other characteristics in sufficient detail to permit the Owner's Representative to evaluate the suitability of the articles for the use intended.

.4 Make corrections required by the Owner's Representative as noted, and resubmit corrected copies to the Owner's Representative for review before fabrication.

.5 Submit electronic shop drawings in PDF file format and if requested, one (1) hard copy.. The Owner's Representative will mark one (1) set electronically and send them to the Contractor. Where the submission of electronic shop drawings is not practical and upon the approval of the Owner's Representative, submit three (3) hard copies for review. Owner's Representative will return one (1) mark-up to the Contractor.

.6 All shop drawings will adequately represent the specific products supplied and shall not be generic product cutsheets.

.7 The Owner's Representative will not review shop drawings or other material requiring a significant amount of work in those instances where it is evident from the submittal that the Contractor has not fully reviewed the requirement of the Contract Documents. Incomplete or unsuitable submittals, as determined by the owner, that require extended or repeated review will result in review costs that will be assessed to the contractor.

1.12 TESTING

.1 Provide such assistance, labour, and materials as are normally required for examining, measuring and testing the quality, weight or quantity of any material used, and supply samples of materials before incorporation in the Works for testing as may be selected and required by the Owner's Representative.

.2 Perform or arrange for the performance of all tests on all equipment in complete accordance with the relevant clauses of these Specifications and in the presence of the Owner's Representative.

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.3 The cost of providing assistance, samples, etc., for testing and of performing or

arranging tests shall be deemed to be covered by and included in the Contract Price unless noted otherwise, elsewhere in these Specifications.

.4 The Contractor will have no claim against the Owner in respect of any financial loss which may be suffered from the rejection of any materials or equipment due to their failure to meet specified test requirements, and the Contractor will also bear the cost of remedying any defects such that the material or equipment will meet the specified tests, or failing this, of removing the material or equipment from the Site. The decision to repair or replace materials and equipment which have failed to meet test requirements will be made by the Owner's Representative.

1.13 STANDARD SPECIFICATIONS

.1 Reference has been made to certain Domestic, National and International Standard Specifications throughout the various sections of the Specification contained herein. These Standard Specifications shall be considered an integral part hereof and shall be read in conjunction with the Drawings and Specifications as if they were reproduced herein. The Contractor must therefore be completely familiar with their contents and requirements.

.2 The latest editions of these Standard Specifications at the time of the RFP always govern.

1.14 NOISE AND VIBRATION

.1 Operate construction equipment such that there is a minimum amount of noise and vibration. Should excessive noise and vibration be caused, at own expense, rectify the same to the approval of the Owner's Representative.

1.15 LIGHTING AND BARRICADES

.1 Protect persons from injury and avoid property damage by providing barricades, construction signs, torches, flashers, and guards as required during the progress of the construction work. Enclose all material piles, equipment, plant or construction equipment which may serve as obstructions shall be enclosed by fences or barricades and protect by proper lights when the visibility is poor.

1.16 EXISTING SERVICES

.1 Where unknown services are encountered, immediately advise Owner's Representative and confirm findings in writing.

1.17 MAINTENANCE OF SITE ACCESS

.1 During the Contract Period, maintain access to the site by the Works as required. Such access shall be by means of existing paved roads, existing gravel or unmade roads, or other existing tracks wherever these are public rights-of-way and private rights-of-way. In the absence of suitable or convenient existing public access, arrange for the use of

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private rights-of-way or other means of access in accordance with the Contract wherever required.

.2 Maintain access to and within the Site of the Works to permit the execution of the work of the Contract for own work and for other persons and traffic properly entitled to such access.

.3 Provide temporary granular materials or rock as necessary to maintain site access and facilitate construction. Finished gravels or geotextile damaged or contaminated during the execution of the work will not be accepted.

.4 Wherever access over a public right-of-way must necessarily be denied because of the work of the Contract, obtain, provide and maintain suitable detours and provide sign-posts; all with the approval and to the requirements of the authorities having jurisdiction therein.

1.18 SAFETY

.1 Meet all requirements as detailed in the RFP General Conditions.

.2 Store volatile waste in closed containers and remove form the site daily.

.3 WHMIS: 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 Human Resources and Skills Canada and Health Canada.

.4 Exercise pollution and environmental control of construction activities as specified and as required during the Work.

.5 Submit to Owner's Representative prior to commencement of Work printed information detailing means and methods so the following will be carried out:

.1 To ensure the health and safety of persons at or near the Work.

.2 To ensure the measures and procedures of the regulatory agencies specified are carried out.

.3 To ensure every employee, self-employed person and employer performing Work under this contract complies with the regulatory agencies specified.

.6 Comply with traffic control safety measures.

1.19 DAMAGE AND INJURY

.1 Bear costs of repairing damage to the Site, Owner supplied equipment, property of others and injuries of persons resulting from the Contractor's operation under the Contract.

.2 Immediately inform the Owner's Representative of damage or injury to persons, property, services or materials.

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.3 Relocate, under the direction of a qualified provincial land surveyor, survey markers,

monuments, and pins moved during the construction of the works.

1.20 PUMPING AND DRAINAGE

.1 De-water excavations, remove accumulations of water from excavations prior to backfilling. Pump and drain as necessary for the proper construction and inspection of the Works.

.2 Dispose of water that is drained or pumped out of the excavation.

.3 Do not obstruct natural watercourses, roadside ditches and drainage culverts.

1.21 UTILITIES

.1 Do no operate electrical, telephone or other controls on existing utility systems. Should it become necessary to operate such a control or make connection to such a system, do so only on the direct instruction of a representative of the utility concerned and carry out such work in accordance with the specific instructions of said representative. When the construction work passes under and/or in close proximity to utility poles, include in the unit price the cost for having a representative of the utility company present during the Work.

.2 When instructed by the Owner's Representative, provide a letter from the Owners of utilities stating that all services damaged during construction of the Works have been repaired.

1.22 WATER AND ELECTRICITY FOR CONSTRUCTION

.1 Provide or arrange for, at own expense, water and electricity for construction purposes for use in the Works.

.2 Provide temporary light and power for all construction needs by portable generators at the Contractor's expense.

1.23 TEMPORARY HEATING

.1 Arrange and pay for temporary heat used during construction, including cost of installation, fuel, operation, maintenance and removal of equipment.

1.24 WEATHER CONDITIONS

.1 Do not place concrete, paving, or paint during freezing weather or upon frozen material unless approved in writing by the Owner's Representative. When work is performed during freezing weather, provide necessary means for heating and all materials required in the work shall be heated. Do not use frozen materials for backfilling and embankment. If there is delay or interruption in the work due to weather conditions, take the necessary precautions to bond new work to old.

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1.25 FIRST AID

.1 During the progress of the Works, provide and maintain at all times and in easily accessible positions on the Works adequate first aid kits equal to those required by the Worker's Compensation Act for the free use as necessary of all persons on the Site.

1.26 SANITATION

.1 Provide and maintain, so long as any workers are employed on the Works, adequate sanitary conveniences for their use. Provide, maintain and remove sanitary conveniences in accordance with the requirements of all pertinent health regulations and to the approval of the Owner's Representative.

1.27 MATERIALS AND WORKMANSHIP

.1 All equipment, materials and workmanship must be the best of the respective kinds described in the contract and in accordance with the Owner's Representative instructions and will be subjected from time to time to such standard tests as the Owner's Representative may direct at the place of manufacture or fabrication or on the Site.

.2 Before ordering materials for incorporation into the Works, inform the Owner's Representative of the source of the materials. No order for materials shall be given without the authorization of the Owner's Representative. Notwithstanding the fact that such authorization may have been given, the Owner's Representative may forbid the use of any such materials, if upon delivery, they are found to be defective or unsuitable for incorporation in the Works. Keep the Owner's Representative fully advised of the orders and delivery dates of materials.

1.28 EQUIPMENT SUPPLIED BY THE CONTRACTOR

.1 All material and equipment required to be incorporated into the Work must be new and unused. Any material found during the progress of the Work to have cracks, flaws, or other defects will be rejected by the Owner's Representative.

.2 Replace materials and Equipment found defective in manufacturer or damaged in handling after delivery by the manufacturer. This includes furnishing all materials and labour required for the replacement of installed material and Equipment discovered defective prior to the final acceptance of the work.

.3 Clearly indicate the name of the manufacturer's catalog/serial number of each component, quantity, rating and type of components of the package that is being furnished.

.4 Protect all Owner supplied equipment as though it is Contractor supplied.

1.29 DELIVERY, HANDLING AND STORAGE

.1 Deliver all materials furnished by or to the Contractor and distribute at the Site. Load and unload so as to avoid shock or damage or dropping. If, however, any material is

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damaged, repair or replacement in a manner approved by the Owner's Representative, at no additional cost to the Contract.

.2 Adequately store and protect Contractor supplied and owner supplied materials and equipment intended for the work until it has been incorporated in the completed project. Store materials and equipment in accordance with the manufacturer's recommendations.

.3 Be responsible for employing shipping preparations necessary to ensure that materials arrive at site in excellent working condition and within the project schedule requirements when handled by commercial carriers, unless otherwise indicated. The contractor shall provide, as the owners request, weekly delivery updates for all equipment deliveries and shipping waybills when the equipment is shipped. Contractor is responsible to arrange the appropriate shipping means and expedite all shipment of contractor supplied equipment to meet the project schedule

1.30 EQUIVALENTS AND ALTERNATES

.1 Where any particular brand of manufactured article is described or specified, it is to be regarded as a standard, but another brand equally as good may be accepted, at the discretion of the Owner's Representative. No change in the Specification will be made prior to the acceptance of the RFP quotations. If the Contractor wishes to make a substitution after the Contract has been awarded, make application, in writing, otherwise the Contractor will be held to the terms of the Specifications. No extra cost will be allowed for approved equivalents.

.2 When the Owner is prepared to permit the use of a brand of manufactured article as an alternative to any specified brand of manufactured article even though such alternative may not be equivalent to that specified, it may be used at the discretion of the Owner's Representative but only after price adjustments have been negotiated and approved by the Owner's Representative.

.3 If the alternative requires modifications, adjustments or additions to the specified works, submit to the Owner's Representative, drawings and specifications for these modifications, adjustments or additions in the same detail as presented in the Contract. Approval in principle by the Owner's Representative of these modifications, adjustments or additions in no way relieves the Contractor of obligations or liabilities under the Contract to provide for finished piece of work complete and operational in all essentials.

.4 No change or substitution can be made without the written consent of the Owner's Representative.

.5 The Owner's Representative will record the time required to evaluate equivalents and alternates proposed by the Contractor including making changes to the Contract Documents occasioned thereby. Whether or not the Owner's Representative accepts a proposed substitute, reimburse the Owner for the charges of the Owner's Representative for evaluating any proposed substitute.

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1.31 OPERATIONS AND MAINTENANCE MANUALS

.1 Provide the Owner's Representative before the issuance of the Certificate of Substantial Performance and before the Owner takes over the works from the Contractor unless otherwise directed by the Owner's Representative in writing, certificates from the manufacturers of the equipment incorporated into the Works (or from their accredited agents) stating that their qualified representatives have tested the equipment which they supplied and have found everything to be satisfactorily installed and in proper working order.

.2 Fifteen (15) days before Substantial Performance provide for five (5) copies of the Manual of Operations and Maintenance. Include details of all proprietary equipment incorporated into the Works, including all manufacturer's literature pertaining to such equipment with descriptions, drawings, specifications, assembly, wiring or other diagrams, material lists, parts lists, installation, operating and maintenance instructions, names and addresses of the manufacturer's local or nearest agency, and like information.

.3 All such material must be new material. Photocopies will not be accepted. Drawings must be unfolded and page size papers shall be unperforated at the binding edge if possible.

1.32 RECORD DRAWINGS

.1 Record Drawings:

.1 After award of Contract, Owner's Representative will provide a set of drawings for purpose of maintaining record drawings. Accurately and neatly record deviations from Contract Documents caused by site conditions and changes ordered by Owner's Representative.

.2 Identify drawings as "Project Record Copy". Maintain in new condition and make available for inspection on site by Owner's Representative.

.3 On completion of Work and prior to final inspection, submit record documents to the Owner's Representative.

1.33 WARRANTY

.1 The Contract requires an operational combination of several components comprising the Works which are customarily warranted by their suppliers. Under this Contract, however, provide a warranty for the Works for a period of time specified in the RFP General Conditions the terms of the Warranty will be as follows:

.1 Where failure or incipient failure of the material is apparent, the Contractor shall actively commence repair or other remedy not more than twenty-four (24) hours after receiving due notice of trouble.

.2 If the Contractor, on being notified, does not for any reason commence repairs within twenty-four (24) hours, the Owner will have the right to have repairs made by others as necessary to restore or continue service. The cost of such repairs by others will be borne by the Contractor. The Owner will at all times inform or attempt to inform the Contractor before hiring others to effect any repairs. It shall, at all times, be the Contractor's right to be informed as soon as

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possible of difficulties and proposed remedial action by others, to make or where practical to complete such repairs at any other time of the Warranty period in preference to others.

.3 The employment of some other person or persons for reasons set out shall in no way affect the Contractor's obligation or liability hereunder or relieve the Contractor of the performance and fulfillment of any or all covenants, undertakings, obligations, or duties under the Contract.

.4 After the acceptance by the Owner's Representative and during the Warranty period, the burden of maintenance shall fall upon the Owner. In the event of damage, failure or incipient failure of any part or parts directly attributable to inadequate or improper maintenance, the Contractor will be responsible for remedial action but the cost of all such repairs will be reimbursed by the Owner.

.5 If the Contractor arranges that the manufacturer of some component, or some other party approved by the Owner's Representative, provide the Warranty as his agent under the Contract, then due notice to the Agent will be taken as due notice to the Contractor. This will be a matter for Contractor's convenience only, and will in no way affect the Contractor's obligations and liabilities hereunder or relieve the Contractor from the performance and fulfillment of any or all of his covenants, undertakings, or duties under this Contract.

1.34 SITE TO BE CLEAN

.1 Keep work, property, road surfaces, etc., in vicinity of the Works and in areas where Contractor's trucks will travel, in a clean and orderly condition, free from dirt, dust, snow, ice, rubbish, etc. at all times during the progress of the work.

.2 Maintain trucks so that no spillage will occur. Before leaving the Site, trim loads and free wheels of accumulations of soil.

.3 Keep Site free from accumulations of waste material and rubbish to prevent an unsightly or hazardous condition. On the completion of the Works clear away and remove from the Site all Construction Equipment, surplus materials, rubbish and temporary works of every kind and leave the whole of the Site and works clean in a workmanlike condition to the approval of the Owner's Representative.

.4 Do not dispose of volatile fluid wastes (such as mineral spirits, oil, or paint thinner) in storm or sanitary sewer systems or into streams or waterways.

.5 Dispose of debris and waste materials in accordance with the latest regulations respecting Solid Waste Resource Management issued by Nova Scotia Environment, at no additional cost to the Contract.

1.35 PROJECT CLOSEOUT

.1 Documents:

.1 Collect reviewed submittals and assemble documents executed by Subcontractors, suppliers, and manufacturers.

.2 Submit material prior to final Application for Payment.

.3 Provide warranties fully executed and notarized.

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.4 Execute transition of Performance, and Labour and Materials Payment Bond to

warranty period requirements.

.5 Submit a final statement of accounting giving total adjusted Contract Price, previous payments, and monies remaining due.

.6 Owner's Representative will issue a final change order reflecting approved adjustments to Contract Price not previously made.

.2 Inspection/Takeover Procedures:

.1 Prior to application for certificate of Substantial Performance, carefully inspect the Work and ensure it is complete, that major and minor construction deficiencies are complete, defects are corrected and site is clean. Notify Owner's Representative in writing, of satisfactory completion of the Work and request an inspection.

.2 During Owner's Representative inspection, a list of deficiencies and defects will be tabulated. Correct same.

.3 When Owner's Representative considers deficiencies and defects have been corrected and it appears requirements of Contract have been performed, make application for certificate of Substantial Performance.

1.36 PRE-PURCHASED EQUIPMENT

.1 Certain equipment has been pre-purchased by the Owner.

.2 The Contractor is responsible for the coordination of the pick-up and delivery of the equipment to the Site, unloading, insuring and protecting, installing, erecting, coordinating start-up and commissioning of the equipment supplied by the Owner.

.3 Copies of the equipment specifications, as well as any additional pertinent information will be available for review at the offices of the Owner's Representative during the RFP period and will be made available to the successful contractor

.4 Coordinate the delivery of the Pre-Purchased equipment with the Owner or Supplier as required. Ensure that the equipment can be installed at the construction sites prior to arranging the transfer of the equipment from the Owner or Supplier.

.5 Become thoroughly familiar with all the requirements of the Pre-Purchased equipment by careful study of the equipment specifications, review drawings, other pertinent information, and by direct communication with the named suppliers. No extra payment will be made to the Contractor for any additional work in connection with the proper installation, testing and operation of Pre-Purchased equipment, necessitated by the Contractor's failure to ascertain the requirements (both direct and ancillary) for this equipment prior to submission of the RFP quotation.

.6 Ascertain from the equipment supplier the full extent of field work in accordance with the manufacturer's instructions and obtain all details, dimensions and other information necessary for the complete installation.

.7 Available information on the owner supplied equipment is attached to this document. Note that substitution of equipment is possible and manufactures information for the

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actual equipment supplied may vary from that included in this package. The contractor shall allow in his proposal that there may be equipment changes from that included in this document.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

Summerside Electric Section 01 32 00 2020 Substation Civil Works CONSTRUCTION/DEMOLITION WASTE MANAGEMENT AND DISPOSAL Contract 192617.00 Page 1 of 3

Part 1 General

1.1 SECTION INCLUDES

.1 Text, schedules and procedures for systematic Waste Management Program for construction, deconstruction, demolition, and renovation projects, including:

.1 Diversion of Materials.

.2 Waste Audit (WA).

.3 Waste Reduction Workplan (WRW).

.4 Demolition Waste Audit (DWA).

.5 Cost/Revenue Analysis Workplan (CRAW).

.6 Materials Source Separation Program (MSSP).

.7 Canadian Governmental Responsibility for the Environment Resources.

1.2 DEFINITIONS

.1 Demolition Waste Audit (DWA): Relates to actual waste generated from project.

.2 Materials Source Separation Program (MSSP): Consists of series of ongoing activities to separate reusable and recyclable waste material into material categories from other types of waste at point of generation.

.3 Recyclable: Ability of product or material to be recovered at end of its life cycle and re-manufactured into new product for reuse by others.

.4 Recycle: Process by which waste and recyclable materials are transformed or collected for purpose of being transferred into new products.

.5 Recycling: Process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for purpose of using in altered form. Recycling does not include burning, incinerating, or thermally destroying waste.

.6 Reuse: Repeated use of product in same form but not necessarily for same purpose. Reuse includes:

.1 Salvaging reusable materials from re-modelling projects, before demolition stage, for resale, reuse on current project or for storage for use on future projects.

.2 Returning reusable items including pallets or unused products to vendors.

.7 Salvage: Removal of structural and non-structural materials from deconstruction/disassembly projects for purpose of reuse or recycling.

.8 Separate Condition: Refers to waste sorted into individual types.

.9 Source Separation: Acts of keeping different types of waste materials separate beginning from first time they became waste.

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1.3 MATERIALS SOURCE SEPARATION PROGRAM (MSSP)

.1 Prepare MSSP and have ready for use prior to project start-up.

.2 Implement MSSP for waste generated on project in compliance with approved methods and as reviewed by authorities having jurisdiction.

.3 Provide on-site facilities for collection, handling, and storage of anticipated quantities of reusable and recyclable materials.

.4 Provide containers to deposit reusable and recyclable materials.

.5 Locate containers in locations, to facilitate deposit of materials without hindering daily operations.

.6 Locate separated materials in areas which minimize material damage.

.7 Collect, handle, store on-site, and transport off-site, salvaged materials in separate condition.

.1 Transport to recycling facility.

1.4 STORAGE, HANDLING AND PROTECTION

.1 Unless specified otherwise, materials for removal become Contractor's property.

.2 Protect, stockpile, store and catalogue salvaged items.

.3 Separate non-salvageable materials from salvaged items. Transport and deliver non-salvageable items to approved local facility.

.4 Protect structural components not removed for demolition from movement or damage.

.5 Support affected structures. If safety of building is endangered, cease operations and immediately notify Department having jurisdiction.

.6 Protect surface drainage, mechanical and electrical from damage and blockage.

.7 Separate and store materials produced during dismantling of structures in designated areas.

.8 Prevent contamination of materials to be salvaged and recycled and handle materials in accordance with requirements for acceptance by designated facilities.

.1 On-site source separation is recommended.

1.5 DISPOSAL OF WASTES

.1 Do not bury rubbish or waste materials.

.2 Do not dispose of any waste into waterways, storm, or sanitary sewers.

.3 Remove materials from deconstruction as deconstruction/disassembly Work progresses.

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.4 Prepare project summary to verify destination and quantities on a material-by-material

basis as identified in pre-demolition material audit.

1.6 USE OF SITE AND FACILITIES

.1 Execute work with least possible interference or disturbance to normal use of premises.

.2 Provide security measures approved by Owner's Representative.

1.7 SCHEDULING

.1 Coordinate Work with other activities at site to ensure timely and orderly progress of Work.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 APPLICATION

.1 Handle waste materials not reused, salvaged, or recycled in accordance with appropriate regulations and codes.

3.2 CLEANING

.1 Remove tools and waste materials on completion of Work, and leave work area in clean and orderly condition.

.2 Clean-up work area as work progresses.

.3 Source separate materials to be reused/recycled into specified sort areas.

3.3 DIVERSION OF MATERIALS

.1 From following list, separate materials from general waste stream and stockpile in separate piles or containers, as reviewed by Owner's Representative and consistent with applicable fire regulations.

.1 Mark containers or stockpile areas.

.2 Provide instruction on disposal practices.

.2 On-site sale or distribution of salvaged materials to third parties is not permitted.

END OF SECTION

Summerside Electric Section 01 33 00 2020 Substation Civil Works SUBMITTAL PROCEDURES Contract 192617.00 Page 1 of 6

Part 1 General

1.1 SECTION INCLUDES

.1 Shop drawings and product data.

.2 Samples.

.3 Certificates and transcripts.

1.2 REFERENCES

.1 Section 01 45 00 – Quality Control

.2 Section 01 78 00 – Closeout Submittals

1.3 ADMINISTRATIVE

.1 This section specifies general requirements and procedures for contractor’s submissions of shop drawings, product data, samples and mock-ups to Owner’s Representative for review. Submit promptly and in orderly sequence to not cause delay in Work. Failure to submit 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.

.2 Do not proceed with work until relevant submissions are reviewed by Owner’s Representative.

.3 Present shop drawings, product data, samples and mock-ups in SI Metric units.

.4 Where items or information is not produced in SI Metric units converted values are acceptable.

.5 Review submittals prior to submission to Owner’s Representative. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and co-ordinated with requirements of Work and Contract Documents. Submittals not stamped, signed, dated and identified as to specific project will be returned without being examined and shall be considered rejected.

.6 Notify Owner’s Representative, in writing at time of submission, identifying deviations from requirements of Contract Documents stating reasons for deviations.

.7 Verify field measurements and affected adjacent Work are coordinated.

.8 Contractor’s responsibility for errors and omissions in submission is not relieved by Owner’s Representative’s review of submittals.

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.9 Contractor's responsibility for deviations in submission from requirements of Contract

Documents is not relieved by Owner’s Representative review of submission, unless Owner’s Representative gives written acceptance of specific deviations.

.10 Make any changes in submissions which Owner’s Representative may require consistent with Contract Documents and resubmit as directed by Owner’s Representative. When resubmitting, notify Owner’s Representative in writing of revisions other than those requested.

.11 Notify Owner’s Representative, in writing, when resubmitting, of any revisions other than those requested by Owner’s Representative.

.12 Keep one reviewed copy of each submission on site.

1.4 SHOP DRAWINGS AND PRODUCT DATA

.1 The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are to be provided by Contractor to illustrate details of a portion of Work.

.2 Submit shop drawings bearing stamp and signature of qualified professional engineer registered or licensed in Province of Nova Scotia, Canada.

.3 Coordinate each submission with requirements of work and Contract Documents. Individual submissions will not be reviewed until all related information is available.

.4 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, explanatory notes and other information necessary for completion of Work. Where articles or equipment attach or connect to other articles or equipment, indicate that such items have been co-ordinated, regardless of Section under which adjacent items will be supplied and installed. Indicate cross references to design drawings and specifications.

.5 Allow 10 days for Owner’s Representative to review of each submission.

.6 Adjustments made on shop drawings by Owner’s Representative are not intended to change contract price. If adjustments affect value of Work, state such in writing to Owner’s Representative immediately after receipt of approval of shop drawings. If value of work is to change a change order must be issued prior to proceeding with work.

.7 Make changes in shop drawings as Owner’s Representative may require, consistent with Contract Documents. When resubmitting, notify Owner’s Representative in writing of revisions other than those requested.

.8 Accompany submissions with transmittal letter, containing:

.1 Date.

.2 Project title and number.

.3 Contractor's name and address.

.4 Identification and quantity of each shop drawing, product data and sample.

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.5 Other pertinent data.

.9 Submissions shall include:

.1 Date and revision dates.

.2 Project title and number.

.3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer.

.4 Contractor's stamp, signed by Contractor’s authorized representative certifying approval of submissions, verification of field measurements and compliance with Contract Documents.

.5 Details of appropriate portions of Work as applicable:

.1 Fabrication.

.2 Layout, showing dimensions, including identified field dimensions, and clearances.

.3 Setting or erection details.

.4 Capacities.

.5 Performance characteristics.

.6 Standards.

.7 Operating weight.

.8 Wiring diagrams.

.9 Single line and schematic diagrams.

.10 Relationship to adjacent work.

.10 After Owner’s Representative review, distribute copies.

.11 Submit 3 prints plus one electronic copy in PDF format of shop drawings for each requirement requested in specification Sections and as Owner’s Representative may reasonably request.

.12 Submit 3 prints plus one electronic copy in PDF format of test reports for requirements requested in specification Sections and as requested by Owner’s Representative.

.1 Report signed by authorized official of testing laboratory that material, product or system identical to material, product or system to be provided has been tested in accord with specified requirements.

.13 Submit 3 prints plus one electronic copy in PDF format of certificates for requirements requested in specification Sections and as requested by Owner’s Representative.

.1 Statements printed on manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements.

.2 Certificates must be dated after award of project contract complete with project name.

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.14 Submit 3 prints ( 1 Maintenance, 1 Engineering, 1 Library)plus one electronic copy in

PDF format of manufacturers instructions for requirements requested in specification Sections and as requested by Owner’s Representative.

.1 Pre-printed material describing installation of product, system or material, including special notices and Material Safety Data Sheets concerning impedances, hazards and safety precautions.

.15 Submit 3 prints plus one electronic copy in PDF format of Manufacturer's Field Reports for requirements requested in specification Sections and as requested by Owner’s Representative. Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

.16 Submit 3 prints plus one electronic copy in PDF format of Operation and Maintenance Data for requirements requested in specification Sections and as requested by Owner’s Representative.

.17 Submit 3 prints plus one electronic copy in PDF format of product data sheets or brochures for requirements requested in Specification Sections and as requested by Owner’s Representative where shop drawings will not be prepared due to standardized manufacture of product.

.18 Delete information not applicable to project.

.19 Supplement standard information to provide details applicable to project.

.20 Cross-reference product data information to applicable portions of Contract Documents.

.21 If upon review by Owner’s Representative, no errors or omissions are discovered or if only minor corrections are made, copies will be returned and fabrication and installation of work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through same procedure indicated above, must be performed before fabrication and installation of work may proceed.

.22 Samples: examples of materials, equipment, quality, finishes, workmanship. Label samples with origin and intended use.

.23 Notify Owner’s Representative in writing, at time of submission of deviations in samples from requirements of contract documents.

.24 Where colour, pattern or texture is criterion, submit full range of samples.

.25 Adjustments made on samples by Owner’s Representative are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Owner’s Representative prior to proceeding with Work.

.26 Make changes in samples, which Owner’s Representative may require, consistent with Contract Documents.

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.27 Reviewed and accepted samples will become standard of workmanship and material

against which installed Work will be verified.

1.5 SAMPLES

.1 Submit for review samples in as requested in respective specification Sections. Label samples with origin and intended use.

.2 Deliver samples prepaid to business address.

.3 Notify Owner’s Representative in writing, at time of submission of deviations in samples from requirements of Contract Documents.

.4 Where colour, pattern or texture is criterion, submit full range of samples.

.5 Adjustments made on samples by are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Owner’s Representative prior to proceeding with Work.

.6 Make changes in samples which Owner’s Representative may require, consistent with Contract Documents.

.7 Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified.

1.6 PROGRESS PHOTOGRAPHS

.1 Progress photograph to be electronically formatted and labelled as to location and view.

1.7 SHOP DRAWINGS REVIEW

.1 The review of shop drawings by Owner’s Representative is for the sole purpose of ascertaining conformance with the general concept. This review shall not mean that Owner’s Representative 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 responsibility for errors or omissions in the shop drawings or of responsibility for meeting all requirements of the construction and contract documents. Without restricting the generality of the foregoing, the Contractor is responsible for dimensions to be confirmed and correlated at the job site, for information that pertains to fabrication processes or to techniques of construction and installation and for co-ordination of the work of all sub-trades.

1.8 CERTIFICATES AND TRANSCRIPTS

.1 Immediately after award of Contract, submit Workers' Compensation Board status.

.2 Submit transcription of insurance immediately after award of Contract.

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Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

Summerside Electric Section 01 45 00 2020 Substation Civil Works QUALITY CONTROL Contract 192617.00 Page 1 of 4

Part 1 General

1.1 SECTIONS INCLUDE

.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.

1.2 RELATED SECTIONS

.1 Section 01 33 00 - Submittal Procedures

.2 Section 01 78 00 - Closeout Submittals

1.3 INSPECTION

.1 Allow Owner's Representative access to Work. 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 48 hour notice requesting inspection if Work is designated for special tests, inspections or approvals by Owner's Representative instructions.

.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 Owner's Representative may order any part of Work to be examined if Work is suspected to be not in accordance with Contract Documents. If, upon examination such work is found not in accordance with Contract Documents, correct such Work and pay cost of examination and correction. If such Work is found in accordance with Contract Documents, Owner's Representative shall pay cost of examination and replacement.

1.4 INDEPENDENT INSPECTION AGENCIES

.1 Independent Inspection/Testing Agencies will be engaged by Owner's Representative for purpose of inspecting and/or testing portions of Work.

.2 Allocated costs: as defined herein for provision of construction power cost and testing, as required.

.3 Provide equipment required for executing inspection and testing by appointed agencies.

Summerside Electric Section 01 45 00 2020 Substation Civil Works QUALITY CONTROL Contract 192617.00 Page 2 of 4

.4 Employment of inspection/testing agencies does not relax responsibility to perform

Work in accordance with Contract Documents.

.5 If defects are revealed during inspection and/or testing, appointed agency will request additional inspection and/or testing to ascertain full degree of defect. Correct defect and irregularities as advised by Owner's Representative at no cost to Owner's Representative. Pay costs for retesting and reinspection.

1.5 TESTING CASH ALLOWANCE

.1 Include $ for supply and installation of items as specified herein .

.2 Material and Installation cash allowances shall include and provide payment for:

.1 Net cost of material

.2 Applicable duties and taxes

.3 Delivery to site

.4 Handling at site, including unloading, uncrating, storage and hoisting.

.5 Protection from damage by elements or otherwise

.6 Labour installation and finishing

.7 Other expenses required to complete installation

1.6 CASH ALLOWANCES

.1 Include in Contract Price, cash allowances as stated herein:

- Cash allowance to cover costs for contribution-in-aid of construction to the Utility Authority for provision of building power supply.

.2 Expend each allowance as directed by Owner's Representative.

.3 Cash allowances, unless otherwise specified, cover net cost to Contractor of services, products, construction machinery and equipment, freight, handling, unloading, storage installation and other authorized expenses incurred in performing Work.

.4 Each cash allowance will be adjusted to actual cost as defined hereunder and contract price will be amended accordingly by written order.

.5 Contract Price will be adjusted by written order to provide for an excess or deficit to each cash allowance.

.6 Progress payments for work and material authorized under cash allowances will be made in accordance with contract terms of payment.

.7 The Contract Price and not cash allowance, includes contractor's overhead and profit in connection with such cash allowance.

.8 Progress payments on accounts of work authorized under cash allowances shall be included in monthly certificate for payment.

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.9 Schedule shall be prepared jointly by Owner's Representative and Contractor to show

when items called for under cash allowances must be authorized by Owner's Representative for ordering purposes so that progress of work will not be delayed.

1.7 ACCESS TO WORK

.1 Allow inspection/testing agencies access to Work, off site manufacturing and fabrication plants.

.2 Co-operate to provide reasonable facilities for such access.

1.8 PROCEDURES

.1 Notify appropriate agency and Owner's Representative in advance of requirement for tests, in order that attendance arrangements can be made.

.2 Submit samples and/or materials required for testing, as specifically requested in specifications. Submit with reasonable promptness and in an orderly sequence so as not to cause delay in Work.

.3 Provide labour and facilities to obtain and handle samples and materials on site. Provide sufficient space to store and cure test samples.

1.9 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 Owner's Representative as failing to conform to Contract Documents. Replace or re-execute in accordance with Contract Documents.

.2 Make good other Contractor's work damaged by such removals or replacements promptly.

.3 If in opinion of Owner's Representative it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner may deduct from Contract Price difference in value between Work performed and that called for by Contract Documents, amount of which shall be determined by Owner's Representative.

1.10 REPORTS

.1 Submit 3 copies of inspection and test reports to Owner's Representative, plus electronic copies in PDF format.

.2 Provide copy to Subcontractor of work being inspected or tested, manufacturer or fabricator of material being inspected or tested.

.3 Include copy of all inspection and test reports in Commissioning Manuals.

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1.11 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 all locations acceptable to Owner's Representative as specified in specific Section.

.3 Prepare mock-ups for Owner's Representative 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 when acceptable to Owner's Representative

.6 Specification section identifies whether mock-up may remain as part of Work or if it is to be removed and when.

.7 Reviewed and accepted mock-ups will become standards of workmanship and material against which installed work will be verified.

.8 Mock-ups may remain as part of Work.

1.12 EQUIPMENT AND SYSTEMS

.1 Submit adjustment and balancing reports for mechanical, electrical and building equipment systems.

.2 Mechanical - coordinate with mechanical division.

.3 Electrical - Coordinate with electrical division.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

Summerside Electric Section 01 78 00 2020 Substation Civil Works CLOSEOUT SUBMITTALS Contract 192617.00 Page 1 of 9

Part 1 General

1.1 SECTIONS INCLUDE

.1 As-built, samples, and specifications.

.2 Equipment and systems.

.3 Product data, materials and finishes, and related information.

.4 Operation and maintenance data.

.5 Spare parts, special tools and maintenance materials.

.6 Warranties and bonds.

.7 Final site survey.

1.2 RELATED SECTIONS

.1 Section 01 33 00 - Submittal Procedures.

.2 Section 01 45 00 - Quality Control.

1.3 FINAL INSPECTION AND DECLARATION PROCEDURES

.1 Contractor's Inspection: The Contractor and all Subcontractors shall conduct an inspection of Work, identify deficiencies and defects; repair as required. Notify the Owner's Representative in writing of satisfactory completion of the Contractor's Inspection and that corrections have been made. Request an Owner's Representative's Consultant's Inspection.

.2 Owner's Representative's Inspection: Owner's Representative and the Contractor will perform an inspection of the Work to identify obvious defects or deficiencies. The contractor shall correct Work accordingly.

.3 Completion: submit written certificate that the following have been performed:

.1 Work has been completed and inspected for compliance with Contract Documents.

.2 Defects have been corrected and deficiencies have been completed.

.3 Equipment and systems have been tested, adjusted and balanced and are fully operational.

.4 Certificates required by Fire Commissioner, Utility companies have been submitted.

.5 Operation of systems have been demonstrated to Owner's personnel.

.6 Work is complete and ready for Final Inspection.

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.4 Final Inspection: When items noted above are completed, request final inspection of

Work by the Owner's Representative, representative of DTW and the Contractor. If Work is deemed incomplete by the Owner's Representative, complete outstanding items and request a reinspection.

.5 Declaration of Substantial Performance: When the Owner's Representative considers deficiencies and defects have been corrected and it appears requirements of Contract have been substantially performed, make application for Certificate of Substantial Performance. Refer to General Conditions for specifics to application.

.6 Commencement of Lien and Warranty Periods: The date of DTW acceptance of the submitted declaration of Substantial Performance shall be the date for commencement for the warranty period and commencement of the lien period.

.7 Declaration of Total Performance: When the Owner's Representative considers final deficiencies and defects have been corrected and it appears requirements of the Contract have been totally performed, make application for certificate of Total Performance. Refer to General Conditions for specifics to application. If Work is deemed incomplete by the Consultant, complete the outstanding items and request a reinspection.

.8 Should status of work require reinspection by Owner's Representative due to failure of work to comply with Contractor's claims for inspection, Owner will deduct amount of compensation for reinspection services from payment to Contractor.

1.4 SUBMISSION

.1 Prepare instructions and data using personnel experienced in maintenance and operation of described products.

.2 Submit one copy of completed volumes in final form 15 days prior to final inspection.

.3 Copy will be returned after final inspection, with Owner's Representative's comments.

.4 Revise content of documents as required prior to final submittal.

.5 Two weeks prior to Substantial Performance of the Work, submit to the Owner's Representative, two final copies of operating and maintenance manuals.

.6 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.

.7 If requested, furnish evidence as to type, source and quality of products provided.

.8 Defective products will be rejected, regardless of previous inspections. Replace products at own expense.

.9 Pay costs of transportation.

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1.5 FORMAT

.1 Organize data in the form of an instructional manual.

.2 Binders: vinyl, hard covered, 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 Record Documents'; list title of project and identify subject matter of contents.

.5 Arrange content 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.

.7 Text: Manufacturer's printed data, or typewritten data.

.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

.9 Provide CAD files in DWG format on CD. Also provide electronic files in PDF format.

1.6 CONTENTS - EACH VOLUME

.1 Table of Contents: provide title of project; names, addresses, and telephone numbers of Consultant and Contractor with name of responsible parties; 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.

1.7 AS-BUILTS AND SAMPLES

.1 In addition to requirements in General Conditions, maintain at the site for Owner's Representative one record copy of:

.1 Contract Drawings.

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.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 apart from documents used for construction. Provide files, racks, and secure 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 Owner's Representative.

1.8 RECORDING ACTUAL SITE CONDITIONS

.1 Record information on set of blue line opaque drawings, provided by Owner's Representative.

.2 Provide felt tip marking pens, maintaining red color pens 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.

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.2 Changes made by Addenda and change orders.

.6 Other Documents: submit manufacturer's certifications, inspection certifications, and field test records, required by individual specifications sections.

.7 At completion of project, provide all recorded information on print drawings. Transfer recorded information to AutoCAD files in DWG format. Submit DWG files, also with electronic files in PDF format as part of the Closeout Submittals.

1.9 FINAL SURVEY

.1 Submit final site survey certificate certifying that elevations and locations of completed Work are in conformance, or non-conformance with Contract Documents.

1.10 EQUIPMENT AND SYSTEMS

.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 trouble-shooting; 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 Include sequence of operation by controls manufacturer.

.9 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

.10 Provide installed control diagrams by controls manufacturer.

.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.

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.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

.15 Additional requirements: As specified in individual specification sections.

1.11 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.

1.12 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 site location as directed; place and store.

.4 Receive and catalogue all items. Submit inventory listing to Owner's Representative. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment.

1.13 MAINTENANCE MATERIALS

.1 Provide maintenance and extra materials, in quantities specified in individual specification sections.

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to site location as directed; place and store.

.4 Receive and catalogue all items. Submit inventory listing to Owner's Representative. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment.

Summerside Electric Section 01 78 00 2020 Substation Civil Works CLOSEOUT SUBMITTALS Contract 192617.00 Page 7 of 9

1.14 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 project site place and store.

.4 Receive and catalogue all items. Submit inventory listing to Owner's Representative. Include approved listings in Maintenance Manual.

1.15 STORAGE, HANDLING AND PROTECTION

.1 Store spare parts, maintenance materials, and special tools in manner to prevent damage or deterioration.

.2 Store in original and undamaged condition with manufacturer's seal and labels intact.

.3 Store components subject to damage from weather in weatherproof enclosures.

.4 Store paints and freezable materials in a heated and ventilated room.

.5 Remove and replace damaged products at own expense and to satisfaction of Owner's Representative.

1.16 WARRANTIES AND BONDS

.1 Develop warranty management plan to contain information relevant to Warranties.

.2 Submit warranty management plan to Owner's Representative's approval.

.3 Warranty management plan to include required actions and documents to assure that Owner receives warranties to which it is entitled.

.4 Provide plan in narrative form and contain sufficient detail to make it suitable for use by future maintenance and repair personnel.

.5 Assemble approved information in binder and submit upon acceptance of work. Organize binder as follows:

.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 completion of the applicable item of work.

.4 Except for items put into use with 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, contain full information, and are notarized.

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.6 Co-execute submittals when required.

.7 Retain warranties and bonds until time specified for submittal.

.6 Include information contained in warranty management plan as follows:

.1 Roles and responsibilities of personnel associated with warranty process, including points of contact and telephone numbers within the organizations of Contractors, subcontractors, manufacturers or suppliers involved.

.2 Listing and status of delivery of Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and commissioned systems such as fire protection, alarm systems, sprinkler systems, lightning protection systems.

.3 Provide list for each warranted equipment, item, feature of construction or system indicating:

.1 Name of item.

.2 Model and serial numbers.

.3 Location where installed.

.4 Name and phone numbers of manufacturers or suppliers.

.5 Names, addresses and telephone numbers of sources of spare parts.

.6 Warranties and terms of warranty: include one-year overall warranty of construction. Indicate items that have extended warranties and show separate warranty expiration dates.

.7 Cross-reference to warranty certificates as applicable.

.8 Starting point and duration of warranty period.

.9 Summary of maintenance procedures required to continue warranty in force.

.10 Cross-Reference to specific pertinent Operation and Maintenance manuals.

.11 Organization, names and phone numbers of persons to call for warranty service.

.12 Typical response time and repair time expected for various warranted equipment.

.4 Procedure and status of tagging of equipment covered by extended warranties.

.5 Post copies of instructions near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

.7 Respond in a timely manner to oral or written notification of required construction warranty repair work.

.8 Written verification will follow oral instructions. Failure to respond will be cause for the Owner's Representative to proceed with action against Contractor.

1.17 PRE-WARRANTY CONFERENCE

.1 Meet with Owner's Representative to develop understanding of requirements of this section. Schedule meeting prior to contract completion, and at time designated by Owner's Representative.

Summerside Electric Section 01 78 00 2020 Substation Civil Works CLOSEOUT SUBMITTALS Contract 192617.00 Page 9 of 9

.2 Owner's Representative will establish communication procedures for:

.1 Notification of construction warranty defects.

.2 Determine priorities for type of defect.

.3 Determine reasonable time for response.

1.18 WARRANTY TAGS

.1 Tag, at time of installation, each warranted item. Provide durable, oil and water resistant tag approved by Owner's Representative.

.2 Leave date of acceptance until project is accepted for occupancy.

.3 Indicate following information on tag:

.1 Type of product/material.

.2 Model number.

.3 Serial number.

.4 Contract number.

.5 Warranty period.

.6 Inspector's signature.

.7 Construction Contractor.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

Summerside Electric Section 03 10 00 2020 Substation Civil Works CONCRETE FORMS AND ACCESSORIES Contract No. 192617.00 Page 1 of 4

Part 1 General

1.1 WORK INCLUDED

.1 This section specifies the requirements for designing, supplying, transporting and installing concrete formwork and falsework.

1.2 RELATED SECTIONS

.1 Concrete Reinforcing: Section 03 20 00

.2 Cast-In-Place Concrete: Section 03 30 00

.3 Excavating, Trenching and Backfilling: Section 31 23 10

1.3 REFERENCES

.1 CSA A23.1/A23.2-2014, Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete.

.2 CSA O86-19, Consolidation, Engineering Design in Wood.

.3 CSA O121-17, Douglas Fir Plywood.

.4 CSA O151-17, Canadian Softwood Plywood.

.5 CSA O153-13, Poplar Plywood.

.6 CSA S269.1-16, Falsework for Construction Purposes.

.7 CSA S269.3-M92 (R2013), Concrete Formwork.

1.4 SHOP DRAWINGS

.1 If requested by the Owner’s Representative, submit shop drawings for formwork and falsework in accordance with Section 01 10 00.

.2 Indicate method and schedule of construction, shoring, stripping and re- shoring procedures, materials, arrangement of joints, ties, liners, and locations of temporary embedded parts. Comply with CSA S269.1, for falsework drawings. Comply with CAN/CSA-S269.3 for formwork drawings.

.3 Indicate formwork design data, such as permissible rate of concrete placement, and temperature of concrete, in forms.

.4 Indicate sequence of erection and removal of formwork/falsework as directed by the Owner’s Representative.

Summerside Electric Section 03 10 00 2020 Substation Civil Works CONCRETE FORMS AND ACCESSORIES Contract No. 192617.00 Page 2 of 4

.5 Each shop drawing submission shall bear the stamp and signature of a qualified Professional engineer registered or licensed to practice in the Province of Prince Edward Island, Canada.

1.5 WASTE MANAGEMENT AND DISPOSAL

.1 Collect, separate and recycle all site generated waste materials in accordance with an approved Waste Management and Disposal Plan in accordance with Section 01 10 00.

.2 Place materials defined as hazardous or toxic waste in designated containers.

.3 Confirm emptied containers are sealed and store safely for disposal.

.4 Use sealers, form release and stripping agents that are non-toxic, biodegradable and have zero or low VOC's.

Part 2 Products

2.1 MATERIALS

.1 Formwork lumber:

.1 Plywood and wood formwork materials to CSA O121, CSA O86, and CSA O153.

.2 Use formwork materials in accordance to CSA A23.1.

.2 Obtain Engineer’s approval for use of earth forms.

.3 Hand trim sides and bottoms, and remove loose earth before placing concrete.

.4 Tubular column forms (sono-tubes): round, spirally wound laminated fibre forms, internally treated with release material. Spiral pattern not to show in hardened, cured concrete surface.

.5 Falsework materials: to CSA S269.1.

.6 Form ties: use removable or snap- off metal ties, fixed or adjustable length, free of devices leaving holes larger than 25mm diameter in concrete surface.

.7 Form release agent: chemically active release agents containing compounds that react with free lime present in concrete to provide water insoluble soaps, preventing concrete from sticking to forms; having no adverse effect on paint, adhesives, waterproofing, or other treatments which are specified for application to concrete and containing no non-drying ingredients such as mineral oil. Use biodegradable form release agent with low VOC content.

.1 Acceptable products: DuoGuardII by W.R. Meadows, Crete-Lease BIO- TRU-XTRA by Cresset, Enviro-Form by IPA Systems, Bio-Nox by Nox-Crete, or approved equivalent.

.8 Construction Joints:

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.1 In general incorporate either horizontal or vertical construction joints in accordance with CSA A23.1 and to the Engineer’s approval.

.2 Submit proposed joint locations for review prior to start of formwork erection.

.3 Provide construction joints in concrete where work is left off at day’s end. Run reinforcement continuously through joints and shear key unless indicated otherwise.

.4 Provide proper key and reinforcement.

.5 Immediately before next pour, clean construction joint and brush with grout of neat cement.

Part 3 Execution

3.1 ERECTION

.1 Verify lines, and levels before proceeding with formwork/falsework and ensure dimensions agree with drawings.

.2 Fabricate and erect falsework in accordance with CSA S269.1.

.3 Fabricate and erect formwork in accordance with CSA S269.3 to produce finished concrete conforming to shape, dimensions, locations and levels indicated within tolerances required by CSA A23.1.

.4 Coat formwork with form release agent before reinforcement, anchors or other accessories are placed, unless soaking with water during hot weather is acceptable. Do not coat plywood forms pre- coated with a chemical release agent.

.5 Prior to the concrete pour, review and correct as necessary the tolerances and alignment of the formwork and embedded or partially embedded parts.

.6 Align form joints and make watertight. Keep form joints to minimum.

.7 Use 25mm chamfer strips on exposed external corners, perimeter edges of outside foundations and inside edges of formed openings, unless specified otherwise.

.8 Form chases, slots, openings, drips and recesses as indicated.

.9 Build in anchors, sleeves, and other inserts required to accommodate work specified in other sections. Confirm anchors and inserts will not protrude beyond surfaces unless noted on the drawings.

.10 Clean formwork in accordance with CSA A23.1, before placing concrete.

.11 Do not place shores and mud sills on frozen or unstable ground.

.12 Provide site drainage to prevent washout of soil supporting mud sills and shores.

Summerside Electric Section 03 10 00 2020 Substation Civil Works CONCRETE FORMS AND ACCESSORIES Contract No. 192617.00 Page 4 of 4 3.2 REMOVAL AND RESHORING

.1 Leave formwork in place until the concrete element has achieved at least 70% of the specified 28-day compressive strength for that element. Additional cylinders to be cast for the purpose of early testing to verify 70% of compressive strength has been achieved.

.2 Be responsible for the safety of the structure, both before and after removal of the forms, until concrete has reached its specified 28-day strength.

.3 Provide all necessary reshoring of members where early removals of forms may be required or where members may be subjected to additional loads during construction as required.

.4 Space reshoring in each principal direction at not more than 3m apart.

.5 Check concrete formwork for alignment and levels prior to the placing of concrete in these forms. Check the formwork for alignment and levels during and immediately after each concrete pour.

.6 Provide and maintain during the total duration on site, properly constructed guard rails and toe boards at all slab edges and around all slab openings. These are to be built in accordance with the Construction Safety Act and to the approval of the Owner’s Representative. When the work of this trade is complete, all guard rails and toe boards are to be left in proper condition and will become Owner's property. The dismantling of same becomes the responsibility of subsequent contractors.

.7 Re-use of formwork and falsework subject to requirements of CSA A23.1.

END OF SECTION

Summerside Electric Section 03 20 00 2020 Substation Civil Works CONCRETE REINFORCING Contract No. 192617.00 Page 1 of 4

Part 1 General

1.1 WORK INCLUDED

.1 This section specifies the requirements for supplying, fabricating, shipping and placing the reinforcing as detailed on the drawings and as noted in these specifications.

1.2 RELATED SECTIONS

.1 General Requirements: Section 01 10 00

.2 Concrete Forms and Accessories: Section 03 10 00

.3 Cast-In-Place Concrete: Section 03 30 00

.4 Excavating, Trenching and Backfilling: Section 31 23 10

1.3 REFERENCES

.1 ACI SP66, ACI Detailing Manual, 2004.

.2 ASTM A82/A82M-07, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement.

.3 ASTM C1116/C1116M-10a (2015), Standard Specification for Fiber-Reinforced Concrete.

.4 CSA A23.1/A23.2-2014, Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete.

.5 CSA A23.3-14, Design of Concrete Structures.

.6 CSA G30.18-09, Carbon Steel Bars for Concrete Reinforcement.

.7 CSA W186-M1990 (R2012), Welding of Reinforcing Bars in Reinforced Concrete Construction.

.8 Reinforcing Steel Manual of Standard Practice 2018, Canadian Edition by the Reinforcing Steel Institute of Canada.

1.4 SOURCE QUALITY CONTROL

.1 Upon request, provide Owner’s Representative with certified copy of mill test report of reinforcing steel, showing physical and chemical analysis, minimum four (4) weeks prior to commencing reinforcing work.

.2 Upon request, inform Owner’s Representative of proposed source of material to be supplied.

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.3 Mill test reports to include certification that reinforcing steel recycled steel content rating meets or exceeds 90%. Certification to also include a breakdown of the pre-consumer, post- industrial and post-consumer content percentages of recycled content/

.4 Supply all tests at no additional cost to the contract.

1.5 SHOP DRAWINGS

.1 Submit shop drawings, including reinforcement placing in accordance with Section 01 10 00.

.2 As a minimum, indicate on shop drawing bar bending details, lists, quantities of reinforcement, sizes, spacings, locations of reinforcement and mechanical splices (if approved by Owner’s Representative) with identifying code marks to permit correct placement without reference to structural drawings. Indicate sizes, spacings and locations of chairs, spacers and hangers. Prepare reinforcement drawings in accordance with Reinforcing Steel Manual of Standard Practice - by Reinforcing Steel Institute of Canada.

.3 Detail lap lengths and bar development lengths to CAN/CSA A23.3, unless otherwise indicated. Provide Class B (top) tension lap except where bars of different size (35M or smaller) are lap spliced in tension to CSA A23.3.

.1 Where bars of different sizes (35M or smaller) are spliced in tension, the splice length shall be the larger of the development length of the larger bar and the Class B splice length of the smaller bar as per CSA A23.3.

.4 Reinforcement shop drawings must indicate the location of all concrete pour joints. Obtain approval from Owner’s Representative for location of joints prior to cutting and bending of reinforcement.

.5 All hooked bars use standard hooks unless noted otherwise.

.6 Reinforcement shop drawings must indicate the location of all concrete pour joints. Obtain the Engineer’s approval for location of joints prior to cutting and bending of reinforcement.

1.6 SUBSTITUTES

.1 Substitute different size bars only if permitted in writing by Owner’s Representative.

1.7 HANDLING

.1 Deliver, store and handle reinforcing in accordance with the manufacturer’s recommendation.

1.8 WASTE MANAGEMENT AND DISPOSAL

.1 Collect, separate and recycle all site generated waste materials in accordance with an approved Waste Management and Disposal Plan in accordance with Section 01 10 00.

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2.1 MATERIALS

.1 Reinforcing steel: billet steel, Grade 400, deformed bars to CSA G30.18, unless indicated otherwise.

.2 Cold-drawn annealed steel wire ties: to ASTM A82.

.3 Chairs, bolsters, bar supports, spacers: to CSA-A23.1.

.4 Mechanical splices: subject to approval of Owner’s Representative.

.5 Synthetic macro-fibre structural reinforcing to be composed of monofilament, self-fibrillating, polypropylene/polyethylene blend fibres. Acceptable product: TUF-Strand SF synthetic structural macro-fibres as manufactured by the Euclid Chemical Company, or approved equivalent.

2.2 FABRICATION

.1 Fabricate reinforcing steel in accordance with CSA A23.1, ACI SP-66, and Reinforcing Steel Manual of Standard Practice by the Reinforcing Steel Institute of Canada.

.2 Obtain approval by Owner’s Representative for locations of reinforcement splices other than those shown on placing drawings.

.3 Upon approval of Owner’s Representative, weld reinforcement in accordance with CSA W186.

.4 Ship bundles of bar reinforcement, clearly identified in accordance with bar bending details and lists.

Part 3 Execution

3.1 PREPARATION

.1 Steel reinforcing bars to have the necessary net sectional area and cut to exact lengths, bent cold to the exact forms and dimensions, shown on the approved plans, or otherwise required, before being placed in position. Bending must be accurately done, in a bending machine. No welding or heating of any bars will be allowed, except with the written approval from the Engineer.

3.2 FIELD BENDING

.1 Do not field bend or field weld reinforcement except where indicated or authorized by Owner’s Representative.

.2 When field bending is authorized, bend without heat, applying a slow and steady pressure.

.3 Replace bars which develop cracks or splits.

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.1 Examine formwork to confirm that it has been completed and adequately braced in place before starting reinforcement placing.

.2 Place reinforcing steel as indicated on reviewed placing drawings and in accordance with CSA A23.1 and as follows:

.1 Clean all reinforcing of mill-scale, oil grease, or other deleterious material before and after placing reinforcement.

.2 Secure reinforcing steel rigidly in position with annealed wire or use approved clips to intersections supported on reinforcing chairs.

.3 Do not allow the position of the bars to alter during concreting and that the correct cover as noted on the drawings is maintained at all times.

.3 Prior to placing concrete, obtain approval by Owner’s Representative for reinforcing material and placement. Provide Owner’s Representative with 48 hours’ notice to when reinforcing material will be installed and ready for inspection.

.4 Confirm cover to reinforcement is maintained during concrete pour. Cover to be 75mm when concrete is to be cast against on permanently exposed to earth (including base leveling slab) and 60mm for all other conditions unless noted otherwise.

.5 For fibre-reinforced concrete, add fibres into the concrete mix in accordance with the concrete mix design and the manufacturer's written instructions. Ensure even, thorough fibre dispersion throughout the concrete.

.6 Place all reinforcing bars and hold rigidly in the exact positions in the forms as shown on the approved plans, or otherwise required, and there must be no displacement of the same by the placing and tamping of the concrete. Adjusting or moving the bars while the concrete is being placed will not be permitted unless specified on the plans. Protect concrete required for reinforcing steel in accordance with CSA A23.3. Tie all bars properly, brace to prevent displacement. Do not place concrete until the steel reinforcement, after being cleaned and placed in position, has been examined and approved by the Engineer.

END OF SECTION

Summerside Electric Section 03 30 00 2020 Substation Civil Works CAST-IN-PLACE CONCRETE Contract No. 192617.00 Page 1 of 13

Part 1 General

1.1 WORK INCLUDED

.1 This section specifies the requirements for providing all labour, tools, materials and equipment to perform all cast-in-place concrete Work.

1.2 RELATED SECTIONS

.1 Concrete Forms and Accessories: Section 03 10 00

.2 Concrete Reinforcing: Section 03 20 00

.3 Excavating, Trenching and Backfilling: Section 31 23 10

1.3 REFERENCES

.1 ASTM C109/C109M-20a, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (using 2 in. or 50 mm Cube Specimens).

.2 ASTM C260/C260M-10a (2016), Standard Specification for Air-Entraining Admixtures for Concrete.

.3 ASTM C309-19, Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

.4 ASTM C494/C494M-19, Standard Specification for Chemical Admixtures for Concrete.

.5 ASTM C827/C827M-10, Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures.

.6 ASTM C939/c939M-16a, Standard Test Method for Flow of Grout for Preplaced- Aggregate Concrete (Flow Cone Method).

.7 ASTM C1116/C1116M-10a (2015), Standard Specification for Fiber-Reinforced Concrete.

.8 ASTM E1745-17, Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs

.9 CSA A23.1/A23.2-2014, Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete.

.10 CSA A23.3-14, Design of Concrete Structures.

.11 CSA A3000-2018, Cementitious Materials Compendium.

1.4 SUBMITTALS

.1 Concrete mix design submittal to be in accordance with Section 01 10 00.

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.2 Two (2) week prior to commencing concrete Work, submit a professional engineer stamped concrete mix design to Owner’s Representative for review containing the following for each concrete mix:

.1 Cement type.

.2 Minimum compressive strength at 28 days.

.3 Class of exposure.

.4 Nominal size of coarse aggregate.

.5 Air content.

.6 Slump at time and point of discharge.

.7 Dosage rate of macro-fibres for fibre-reinforced concrete mix.

.8 Admixture.

.9 Test results for chloride ion penetrability.

.3 Provide two (2) copies of WHMIS MSDS in accordance with Section 01 10 00.

1.5 CERTIFICATES

.1 Minimum two (2) weeks prior to starting concrete Work, submit to Owner’s Representative the manufacturer's test data and certification by qualified independent inspection and testing laboratory that the following materials will meet specified requirements:

.1 Portland cement.

.2 Supplementary cementing materials.

.1 For fly ash or other pozzolan materials, provide details of supply, supplier's quality control program, test data for at least three (3) samples from the previous month's supply and details of proposed quality control tests to be made between shipment to concrete supplier and use in the concrete.

.3 Grout.

.4 Admixtures.

.5 Aggregates.

.6 Water.

.7 Synthetic macro-fibres.

.2 Provide certification that plant, equipment, and materials to be used in concrete comply with requirements of CSA A23.1

.3 Provide certification that mix proportions selected will produce concrete of specified quality, yield and strength will comply with CSA A23.1 and that mix design is adjusted to prevent alkali aggregate reactivity (AAR) problems.

.4 Provide certification that only compatible components, non-reactive synthetic macro-fibres, and non-reactive aggregate will be used in the concrete mix designs. Use of admixtures to neutralize or mitigate potential AAR will not be accepted.

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.5 Provide written confirmation from concrete supplier of the percent replacement of mass of Portland cement for fly ash/supplementary cementing materials for all concrete mix designs.

1.6 QUALITY ASSURANCE

.1 Minimum three (3) weeks prior to starting concrete Work, submit proposed quality control procedures for approval by Owner’s Representative for the following items:

.1 Hot weather concrete.

.2 Cold weather concrete.

.3 Curing.

.4 Finishes.

.5 Formwork removal.

.6 Joints.

.7 Concrete placement procedures, including control measures for the dissipation of the heat of hydration from curing of the monolithic concrete foundation mass.

1.7 DELIVERY, STORAGE AND HANDLING

.1 Concrete hauling time: deliver to site of Work and discharge within 120 minutes maximum after batching.

.1 Do not modify maximum time limit without receipt of prior written agreement from Owner’s Representative and concrete producer as described in CSA A23.1/A23.2.

.2 Submit deviations for review by Owner’s Representative.

.2 Prepare to implement alternative concrete supply and placement contingency plans in the event of concrete material supply issues, batch plant malfunction, and/or transport and placement equipment malfunction.

1.8 WASTE MANAGEMENT AND DISPOSAL

.1 Separate waste materials for reuse and recycle in accordance with an approved Waste Management and Disposal Plan in accordance with Section 01 10 00.

.2 Use trigger operated spray nozzles for water hoses.

.3 Designate a cleaning area for tools and concrete trucks to limit water use and runoff.

.4 Carefully coordinate the specified concrete work with weather conditions.

.5 Seal and store emptied containers safely for disposal and away from children.

.6 Choose least harmful, appropriate cleaning method which will perform adequately.

.7 Prevent plasticizers, water- reducing agents, air-entraining and curing compounds from entering drinking water supplies or streams. Using appropriate safety precautions,

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collect liquid or solidify liquid with an inert, noncombustible material and remove for disposal. Dispose of all waste in accordance with applicable local, provincial and national regulations.

1.9 WARRANTY

.1 Provide a warranty for all sealants, under slab damp-proofing membrane and the transformer containment foundation protective coating for a minimum of five (5) years from the date of completion of the works.

Part 2 Products

2.1 MATERIALS

.1 Portland cement and supplementary cementing materials: to CSA A3000.

.2 Water: to CSA A23.1.

.3 Aggregates: to CSA A23.1. Coarse aggregates to be normal density.

.4 Fibre reinforcing: to ASTM C1116/C1116M. Non-reactive and compatible with all cement, supplementary cementing materials, aggregates and admixtures.

.5 Air entraining admixture: to ASTM C260.

.6 Chemical admixtures: to ASTM C494. Concrete mix design engineer to approve accelerating or set retarding admixtures during cold and hot weather placing.

.7 Shrinkage compensating grout: premixed compound consisting of non-metallic aggregate, Portland cement, water reducing and plasticizing agents.

.1 Compressive strength: 50 MPa at 28 days.

.2 Consistency:

.1 Fluid: to ASTM C827. Time of efflux through flow cone (ASTM C939), under 30 s.

.2 Flowable: to ASTM C827. Flow table, 5 drops in 3 s, (ASTM C109, applicable portion) 125 to 145%.

.3 Plastic: to ASTM C827. Flow table, 5 drops in 3 s, (ASTM C109, applicable portions) 100 to 125%.

.4 Dry pack to manufacturer's requirements.

.3 Acceptable products: SikaGrout 212 as manufactured by Sika Canada Inc., Masterflow 928 as manufactured by BASF Corporation, or approved equivalent.

.8 Curing compounds: to CSA A23.1 or to ASTM C309 Type 1-D with fugitive dye.

.1 Acceptable products: Sealtight 3100 or 1100 Clear by W.R. Meadows of Canada.

.2 Approved equivalent.

.9 Pre-moulded concrete expansion joint filler:

Summerside Electric Section 03 30 00 2020 Substation Civil Works CAST-IN-PLACE CONCRETE Contract No. 192617.00 Page 5 of 13

.1 Closed-cell, polyethylene joint filler with peel-off tape such as Foamtech as manufactured by NMW Inc., Deck- O-Foam by W.R. Meadows Inc., or approved equivalent, in accordance with ASTM D3575. For concrete surfaces in contact with ot asphalt use Foamtech H.

.10 Joint sealer/filler:

.1 A two (2) component, polysulphide sealant, Duoflex SL (self- levelling) for slabs and Duoflex NS (non- sag) for walls as manufactured by Sika or approved equivalent, complete with compatible foam back rod and primer.

.11 Rigid insulation: as specified in Section 31 23 10.

.12 Damp-proofing Membrane (Vapour Barrier):

.1 Underslab vapour barrier to be a 10 mil (0.25mm) thick, polyolefin resin sheet membrane in accordance with ASTM E1745.Seam tape to be a high density polyethylene tape with pressure sensitive adhesive, minimum 100mm wide to suit a 150mm wide sheet overlap.

.2 Acceptable Product: Perminator 10 mil, complete with matching tape by W.R. Meadows Inc., or approved equivalent.

.13 Waterstop:

.1 Sodium bentonite and butyl-rubber based waterstop to be Waterstop-RX 102 by Colloid Environmental technologies Company (CETCO). Install in accordance with the manufacturer's written recommendations, including the application of the matching surface adhesive (Cetseal) to existing substrates.

.2 Polyvinyl chloride waterstop to be Sealtight PVC Waterstops, Model No. 6380 (152mm wide) as manufactured by W.R. Meadows Inc., or approved equivalent field weld or lap and adhere at joint locations approved by the Engineer in accordance with the manufacturer's written instructions.

.14 The exposed interior horizontal and vertical concrete surfaces of the transformer foundation slab and containment walls to receive a protective coating system composed of one (1) coat of Sikadur WDE primer and two (2) coats of Fastflor CR as manufactured by Sika Canada Inc. Apply as a broadcast or seeded system with No. 50 Silica sand. All products to be applied in strict conformance to the manufacturer's written instructions with specific attention to substrate surface preparation, corner coving, temperature, humidity and curing requirements.

.15 Bonding agent:

.1 A three (3)-component bonding agent for fresh concrete to existing concrete and an anti-corrosion coating for reinforcing steel.

.2 Acceptable product: Duralprep A.C. by the Euclid Chemical Company, or approved equivalent. Must be compatible with the synthetic macro-fibres referenced in Section 03 20 00, Part 2.1.5 for fibre-reinforced concrete and non-shrink grout.

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.16 Concrete repair mortar: cementitious products required for repairs to existing cured concrete surfaces to be zero-C self-consolidating extended mortar for formed surfaces and/or trowel applied zero-C horizontal extended mortar and/or zero-C vertical/overhead lightweight mortar as manufactured by BASF Construction Chemicals., LLC-Building Systems. All products are to be handled, store and applied in strict conformance with the written recommendations and instruction of the manufacturer especially with respect to surface preparation, application thickness limitations and curing temperatures and conditions.

2.2 CONCRETE MIXES

.1 General: Where practically possible, concrete supplier to maximize the amount Portland cement replaced with fly ash or another approved cementitious recycled material while maintaining the characteristics listed for each concrete mix listed as well as the workability of each mix. Concrete supplier to provide written confirmation of the percent replacement of Portland cement for fly ash/supplementary cementing materials for all mix designs.

.2 Slump requirement for each mix shall be identified and reviewed by contractor or concrete supplier prior to construction. Slump to be specified based on placement and finishing requirements, as well as the requirements of CSA A23.1.

.3 Proportion normal density concrete in accordance with CSA A23.1, Alternative 1 to give the following properties for all concrete:

.1 Cement: Type GU.

.2 Minimum compressive strength at 28 days and class of exposure:

.1 Footings, pedestals and sonotube foundations: 30MPa/F-2.

.2 Building walls and equipment foundations (slabs/pads): 35MPa/C-1.

.3 Nominal size of coarse aggregate: 20mm.

.4 Air content: as per Table-4 of CSA A23.1 for Category 1.

.5 Chemical admixtures: air entraining and water reducing admixtures will be compatible products of the same manufacturer and as specified by the concrete mix design engineer and in accordance with ASTM C494. No calcium chloride shall be added.

.6 Fibre reinforcing: dosage rate of macro-fibres must satisfy equivalent minimum reinforcing steel replacement area in accordance with CSA A23.3.

.7 Provide concrete mix designs based on trial mixes that have been designed and tested by a qualified Professional engineer registered or licensed to practice in the Province of Prince Edward Island and submitted for review to Owner’s Representative.

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3.1 EXAMINATION

.1 Confirm founding material on which foundations and other concrete are to be placed are free from water. Place concrete only on frost-free ground. Remove previously frozen bearing surfaces.

.2 Confirm foundations bear on undisturbed soil or structural fill and engineered fill in accordance with Section 31 23 10 and the geotechnical engineer. Place structural and engineered fills as directed and under the continuous supervision of the Owner’s Representative and geotechnical engineer. Contractor to pay for all required testing and reviews by geotechnical engineer.

.3 Foundation bearing surfaces to be inspected and approved by the Owner’s Representative and the geotechnical engineer prior to placing concrete. If bearing surfaces are deemed unacceptable because conditions do not meet those anticipated during design, make adjustments as directed.

.4 Confirm fill has been placed to meet specified requirements, and that any buried or embedded services have been installed, inspected, tested and approved prior to concrete placement.

.5 Confirm installation and taping of rigid insulation and under slab damp-proofing are in accordance with the manufacturer’s written instructions and the Project Drawings.

3.2 PREPARATION AND WORKMANSHIP

.1 Obtain approval of Owner’s Representative before placing concrete. Provide 48 hours’ notice prior to placing of concrete.

.2 Pumping of concrete is permitted only after approval of equipment and mix.

.3 Confirm reinforcement, inserts, damp-proofing membrane and insulation were not disturbed during concrete placement.

.4 Prior to placing of concrete obtain approval from Owner’s Representative of proposed method for protection of concrete during placing and curing in adverse weather.

.5 Maintain accurate records of poured concrete items to indicate date, location of pour, quality, air temperature and test samples taken.

.6 Do not place load upon new concrete until concrete has attained sufficient strength to sustain loads without damage and not until authorized by the Owner’s Representative.

.7 Concrete protective cover to reinforcement as noted on the drawings.

.8 Accurately support bars on plastic coated steel chairs, or other approved methods to maintain exact cover requirements.

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.9 Moist cure concrete construction using either an approved curing compound or burlap maintained in moist conditions.

.10 In cold weather protect concrete work to CSA A23.1 and the following:

.1 If there is a probability of the air temperature falling below 5°C within 24 hours of placing (as forecast by the nearest official meteorological office), all materials and equipment needed for adequate protections and curing shall be on hand and ready for use before concrete placement is started.

.2 During cold weather adequate protection of the concrete shall be provided which will maintain the concrete temperature at a minimum of 10°C for a minimum of 7 days and for the time necessary to attain 70% of the specified strength.

.3 Do not place concrete on or against any surface that will lower the temperature of the concrete in place below 10°C.

.4 Provide protection by means of ventilated heated enclosures, coverings, insulation, or a suitable combination of these methods as per CSA A23.1.

.5 Following the termination of wet curing, surfaces shall be dry prior to freezing.

.6 Do not expose concrete to a sudden temperature change after end of curing period. Do not completely remove protection until the surface of the concrete has cooled to within 10°C of ambient air temperature. The Contractor is responsible for all heating and heating related costs.

.11 In hot weather protect concrete work to CSA A23.1and following:

.1 When air temperature is at or above 25°C, do not use curing compounds and keep concrete surfaces moist continually during protection stage using burlap maintained in a moist condition.

.2 Regulate the generation of heat through hydration to control thermal gradients to prevent thermal cracking.

.12 Monitor concrete temperature and moisture evaporation rates and provide appropriate hot weather protection as defined in CSA A23.1. Maintain records of all measurements during hot weather periods for review by the Owner’s Representative. Implement approved procedures as specified by the concrete mix design engineer for the dissipation of the heat of hydration from the curing of the monolithic concrete mass in order to avoid surface cracking of other deleterious effects.

.13 Maintain accurate records of poured concrete items to indicate date, location of pour, quality, air temperature and test samples taken.

.14 Do not pass sleeves, ducts, pipes or other openings through concrete elements, except where indicated on the structural drawings.

3.3 CONSTRUCTION

.1 Do cast-in-place concrete Work in accordance with CSA A23.1.

.2 Concrete to be dense, homogenous and free of cold joints, voids and honeycombing. Concrete to be fully bonded to reinforcing steel, anchors and embedded parts.

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.3 Consolidate concrete using a mechanical form vibrator method complete with mechanical hand-held vibrators, if required, and subject to the approval of the Owner’s Representative.

.4 Place concrete in consolidated lifts and keep approximately horizontal and evenly distributed throughout the formed assembly. The rate of placement to be such that each successive lift is vibrated into the preceding lift to achieve proper bonding.

.5 Place concrete monolithically without any cold and/or construction joints unless noted otherwise on the drawings.

.6 Concrete placement and vibrating activities to be in accordance with the formwork design data, limitations and parameters provided by the Contractor.

.7 Foundations, duct banks, sleeves and inserts:

.1 Set sleeves, ties, pipe hangers and other inserts and openings as indicated or specified elsewhere. Sleeves and openings greater than 100mm x 100mm not indicated, must be approved by the Owner’s Representative.

.2 Do not eliminate or displace reinforcement to accommodate hardware. If inserts cannot be located as specified, obtain approval of modifications from the Owner’s Representative before placing of concrete.

.3 Check locations and sizes of foundations, duct banks, sleeves and openings shown on drawings. Provide confirmation by licensed surveyor registered in the Province of Prince Edward Island. Submit certified report to the Owner’s Representative for review.

.4 Set special inserts for strength testing as indicated and as required by non-destructive method of testing concrete.

.8 Finishing:

.1 Finish concrete in accordance with CSA A23.1, and Part 3.7 – Finishing, of this section.

.2 Use procedures acceptable to Owner’s Representative or those noted in CSA A23.1 to remove excess bleed water. Confirm surface is not damaged.

.3 Use curing compounds compatible with applied finish on concrete surfaces. Provide written declaration that compounds used are compatible.

.4 Cut back form ties and plug openings in a manner acceptable to the Owner’s Representative.

.5 Repair holes and surface defects to the satisfaction of the Owner’s Representative.

.6 Remove honeycombed or otherwise defective concrete and repair in a manner approved and to the satisfaction of the Owner’s Representative.

.7 Confirm that all exposed concrete has neatly formed, 45 degree beveled, 25mm chamfered edges where designated in accordance with Section 03 10 00 - Concrete Forms and Accessories.

.9 Curing and protection:

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.1 Do not use curing compounds where bond is required for subsequent topping or coating.

.2 Use approved curing compounds in accordance with the manufacturer's written instructions.

.10 Maintain accurate records of poured concrete items to indicate date, location of pour, quality, air temperature and test samples taken.

.11 Do not pass sleeves, ducts, pipes or other openings through concrete elements, except where indicated on the structural drawings.

3.4 PLACING CONCRETE

.1 Place concrete as specified in CSA A23.1 and in accordance with the drawings.

.2 Inform Engineer at least 48 hours before each concrete placement operation. Do not place concrete until satisfactory site review and observations of geotechnical base preparations, formwork, reinforcing steel and other associated concrete batching and placement operations.

.3 Do not place concrete when it is raining or likely to rain. If rain begins after concrete is placed, protect with waterproof covers until set.

.4 Do not permit vertical free fall of concrete mix to exceed 1500mm. Utilize purpose made chutes, spouts and/or approved pumping apparatus of compatible and non- reactive materials with the uncured concrete.

.5 For exposed concrete, take special precautions when placing to prevent segregation of concrete, and to avoid cold joints, honeycombing or voids. Do not allow vibrator to touch formwork.

.6 Use form vibrators only when sections are too narrow for internal type. Employ a sufficient number of vibrators to achieve complete consolidation of concrete throughout entire volume of each layer. Have available at least one extra vibrator on hand for emergency.

.7 Do not use vibrators for the use of moving concrete.

.8 Use only tools and handling equipment that are clear of rust or other harmful and foreign material to avoid efflorescence and staining of slabs or hardened concrete.

.9 Use concrete pumps to place concrete only with approval of methods, equipment and mix design.

.10 Provide continuous supervision during placement of concrete including concrete grout to ensure reinforcing steel is maintained in correct position.

.11 During concreting operations:

.1 Development of cold joints not allowed.

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.2 Confirm concrete delivery and handling facilitates placing with minimum of re-handling and without damage to existing structure or Work.

.3 Employ a sufficient number of vibrators to ensure complete consolidation of concrete throughout entire volume of each layer. Have available at least one (1) extra vibrator on hand for emergency.

3.5 PLACING GROUT

.1 Grout where indicated using procedures in accordance with manufacturer’s recommendations which result in 100% contact over grouted area.

3.6 SAW CUTTING

.1 Commence sawing as soon as the concrete has hardened sufficiently to permit cutting without chipping, spalling or tearing and before all controlled shrinkage cracking occurs. Refer to clause 7.3.2 of CSA A23.1. Locate and complete all sawcuts in accordance with the Project Drawings and terminate all sawcuts at the face of columns, foundation walls and other control joints as shown on the Project Drawings.

3.7 FINISHING

.1 Finish concrete in accordance with CSA A23.1 and in accordance with the drawings.

.2 Use smooth form finish for all concrete surfaces. Use form facing material that will produce a smooth, hard, uniform texture on the concrete. Do not use material with raised grain, torn surfaces, worn edges, patches, dents or other defects that will impair the texture of the concrete surface. Patch the holes and defects. Completely remove fins.

.3 Use a smooth, hard steel troweled finish for the top of walls, columns, pedestals and sonotube foundations. Unless noted otherwise, the top surface of equipment slabs/pads to have a light broom finish in even continuous strokes applied in the transverse or short direction. Building slabs to have a power troweled finish.

.4 Finish exposed sharp edges of concrete that have been designated without a chamfer with a bull-nose steel trowel. As a minimum, use an approved power grinding disc or rub exposed sharp edges of concrete with carborundum to produce 5mm radius edges unless otherwise indicated.

.5 Apply curing compounds to concrete surfaces as required. Confirm in writing the compatibility of curing compound with the applied finish on each concrete surface.

.6 Tolerance:

.1 Equipment slabs/pads to have concrete surfaces finished to within 2mm in 1m as measured with a 1m straight edge placed on surface unless noted otherwise.

.2 Building slabs to have concrete surfaces finished to a specified overall floor flatness designation of FF50 and a specified overall floor levelness of FL33 to suit slopes and grades. The transition to existing, adjacent surfaces to be smooth and continuous without hollows, bumps, ridges, or potential tripping hazards.

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.7 Apply specified protective coating system for the transformer containment foundation to adequately cured concrete in accordance with the manufacturer’s written instructions.

3.8 REPAIRS

.1 In the event that the post- finishing survey shows that the concrete surface does not meet the specified tolerances, take corrective action within five (5) working days, or as directed by the Owner’s Representative.

.2 Submit proposed corrective action in writing using the specified concrete repair mortar or equivalent system with complete details of methods, tools, and materials for approval by the Owner’s Representative. Upon acceptance of the proposed method, prepare a test area, and upon acceptance, this will be the standard for the remainder of the repairs.

.3 Grind down high points to a smooth surface conforming to the specifications and with a surface finish equal to the remainder. If cutting or chipping by hammer is required at high areas, then the area is to be cut low with square saw cut edges, and patched as noted below.

.4 Finish patches to a smooth surface equal to the finish on the remainder and cure adequately. Do patching procedures in strict accordance with the manufacturer's directions and to the approval and satisfaction of the Owner’s Representative.

3.9 FIELD QUALITY CONTROL

.1 Site observations and testing of concrete and concrete materials will be carried out by the Contractor using a testing laboratory designated or acceptable to the Owner’s Representative in accordance with CSA A23.2.

.2 Contractor to pay for costs of concrete testing based on representative compressive strength of concrete cylinders at 7, 14 and 28 days.

.3 Contractor to pay for additional cylinders and/or tests required to confirm that the concrete design strength has been achieved.

.4 Provide a minimum of four (4) test cylinders as follows:

.1 Each day’s pour.

.2 Each change of supplier.

.3 Each 50m3 or fraction thereof.

.4 Additional tests at the request of the Engineer.

.5 If Contractor wants to strip formwork early, request additional cylinders to be cast and pay for additional cylinders and testing of the additional cylinders.

.5 Take additional test cylinders during cold weather concreting. Cure cylinders on job site under same conditions as concrete which they represent.

.6 Non-destructive Methods for Testing Concrete must be in accordance with CSA A23.2.

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.7 Site observations or testing by the Owner’s Representative will not augment or replace Contractor quality control nor relieve them of their contractual responsibility.

.8 Slump and air test to be performed on every truckload of concrete and to accompany cylinder testing.

.9 Provide 24 hour notice prior to placing any concrete

END OF SECTION

Summerside Electric Section 26 05 00 2020 Substation Civil Works COMMON WORK RESULTS - FOR ELECTRICAL Contract 192617.00 Page 1 of 11

Part 1 General

1.1 SUMMARY

.1 Section Includes:

.1 This Section covers items common to Sections of Division 26. This section supplements requirements of Division 1, Division 23, Division 27, Division 28, Division 33 and Division 34.

1.2 REFERENCES

.1 Codes and standards referenced in this section refer to the latest edition thereof.

.2 Canadian Standards Association (CSA)

.1 CSA C22.1, Canadian Electrical Code, Part 1, Safety Standard for Electrical Installations.

.2 CAN/CSA-22.3 No. 1, Overhead Systems.

.3 CAN3-C235, Preferred Voltage Levels for AC Systems, 0 to 50,000 V.

.3 Health Canada / Workplace Hazardous Materials Information System (WHMIS)

.1 Material Safety Data Sheets (MSDS).

1.3 CARE, OPERATION AND START-UP

.1 Instruct Owner’s Representative and operating personnel in the operation, care and maintenance of systems, system equipment and components.

.2 Operating instructions to include following:

.1 Wiring diagrams, control diagrams, and control sequence for each principal system and item of equipment.

.2 Start up, proper adjustment, operating, lubrication, and shutdown procedures.

.3 Safety precautions.

.4 Procedures to be followed in event of equipment failure.

.5 Other items of instruction as recommended by manufacturer of each system or item of equipment.

.3 Arrange and pay for services of manufacturer's factory service engineer to supervise start-up of installation, check, adjust, balance and calibrate components and instruct operating personnel.

.4 Provide these services for such period, and for as many visits as necessary to put equipment in operation, and ensure that operating personnel are conversant with all aspects of its care and operation.

1.4 DESIGN REQUIREMENTS

.1 Operating voltages: to CAN3-C235.

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.2 Motors, electric heating, control and distribution devices and equipment to operate

satisfactorily at 60 Hz within normal operating limits established by above standard.

.1 Equipment to operate in extreme operating conditions established in above standard without damage to equipment.

.3 Language operating requirements: provide identification nameplates and labels for control items in English.

1.5 SUBMITTALS

.1 Submit operation and maintenance data for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.

.2 Include accurate as-built drawings.

.3 Manufacturer's installation instructions: submit instructions for installation and operation of products, components, and assemblies.

.4 Submit operation and maintenance manuals for electrical and electronic equipment. Including details of design elements, component function and maintenance requirements to effectively operate, maintain or repair.

.5 Include technical data, product data, component illustrations, technical descriptions and parts list, wiring and schematic diagrams not considered proprietary, test and verification reports.

.6 Submit test results of installed electrical systems and instrumentation.

.7 Submit certificate of acceptance from authority having jurisdiction upon completion of Work to Owner’s Representative.

.8 Contractor’s Field Reports: submit to Engineer within 7 days of review, verifying compliance of Work and electrical system and instrumentation testing, as described in Part 3 - Field Quality Control.

1.6 QUALITY ASSURANCE

.1 Quality Assurance: in accordance with Section 01 45 00 - Quality Control.

.2 Site Meetings:

.1 Site Meetings: as part of Contractor’s Field Services schedule site visits, to review Work, at stages listed.

.1 After delivery and storage of products, and when preparatory Work is complete but before installation begins.

.2 Twice during progress of Work at 25% and 60% complete.

.3 Upon completion of Work, after cleaning is carried out.

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.3 Health and Safety Requirements: do construction occupational health and safety in

accordance with applicable Municipal, Provincial, Federal, and International regulations, safe work practices, and Good Utility Practices.

1.7 PERMITS, FEES AND INSPECTION

.1 Submit to Electrical Inspection Division and Supply Authority necessary number of drawings and specifications for examination and approval prior to commencement of work.

.2 Provide the Engineer with a copy of the Electrical Inspection Department and Supply Authority Plans Review Report immediately upon receipt. No shop drawings will be reviewed prior to receipt of the plans review report from the contractor.

.3 Obtain all necessary permits including an Electrical Wiring Permit for electrical work from the authority having jurisdiction prior to commencement of work. Provide a copy of the permit to the Engineer upon receipt. The permits are to be properly displayed on the work site.

.4 Arrange for all required inspections to be conducted by the authority having jurisdiction. Provide a copy of all inspection reports to the Engineer immediately upon receipt. Notify the Engineer immediately of changes required by the authority having jurisdiction.

.5 Owner’s Representative will provide drawings and specifications required by Electrical Inspection Division and Supply Authority at no cost.

.6 Notify Owner’s Representative of changes required by Electrical Inspection Division prior to making changes.

.7 Furnish Certificates of Acceptance from Electrical Inspection Division or authorities having jurisdiction on completion of work to Owner’s Representative.

.8 Pay all fees associated with submission of any and all required permitting.

1.8 CO-ORDINATION

.1 Co-ordinate work with work of other divisions to avoid conflict.

.2 Locate distribution systems, equipment, and materials to provide minimum interference and maximum usable space.

.3 Locate all existing underground services and make all parties aware of their existence and location.

.4 Where interference occurs, Owner’s Representative must approve relocation of equipment and materials regardless of installation order.

.5 Notwithstanding the review of shop drawings, this division may be required to relocate electrical equipment which interferes with the equipment of other trades, due to lack of co-ordination by this Division. The cost of this relocation shall be the responsibility of this Division. The Owner’s Representative shall decide the extent of relocation required.

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1.9 CUTTING AND PATCHING

.1 Inform all other divisions in time, concerning required openings. Where this requirement is not met, bear the cost of all cutting. Openings of 200 mm or smaller shall be the responsibility of Division 26. Openings larger than 200 mm shall be the responsibility of Division 1. Obtain written approval of Structural engineer before drilling any beams or floors.

1.10 PROTECTION

.1 Protect exposed live equipment during construction for personnel safety.

.2 Shield and mark all live parts “LIVE [INSERT APPLICABLE VOLTAGE] VOLTS”.

.3 Arrange for installation of temporary doors for rooms containing electrical distribution equipment. Keep these doors locked except when under direct supervision of electrician.

1.11 RECORD DRAWINGS

.1 Obtain and pay for three sets of white prints. As the job progresses, mark these prints to accurately indicate installed work. Have the white prints available for inspection at the site at all times and present for scrutiny at each job meeting.

.2 Submit record drawings within 30 days prior to start of commissioning.

1.12 INSPECTION OF WORK

.1 The Owner will make periodic visits to the site during construction to ascertain reasonable conformity to plans and specifications but will not execute quality control. The Contractor shall be responsible for the execution of his work in conformity with the construction documents and with the requirements of the inspection authority.

1.13 SCHEDULING OF WORK

.1 Work shall be scheduled in phases as per other divisions of the construction specifications.

.2 Become familiar with the phasing requirements for the work and comply with these conditions.

.3 No additional monies will be paid for contractor’s requirement to comply with work phasing conditions.

1.14 FIRE RATING OF PENETRATIONS

.1 Maintain fire ratings around conduits passing through floors, ceilings and fire rated walls.

.2 Use 3M brand or equal fire barrier products at each penetration.

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.3 Acceptable products for fire barrier products shall be 3M #CP25 fire barrier caulk, #303

putty, #FS 195 wrap and #CS195 sheet.

.4 Acceptable manufacturers: Nelson, Fire Stop Systems, 3M or approved equal. Material of same manufacturer to be used throughout project.

1.15 DELIVERY, STORAGE AND HANDLING

.1 Material Delivery Schedule: provide Engineer with schedule within 2 weeks after award of Contract.

1.16 MANUFACTURER'S SERVICES

.1 Engage manufacturer's representative to review work, installation or application of products, protection required, and final product cleaning.

.1 Submit written reports to Engineer to verify compliance with project requirements.

.2 Provide manufacturer's field services consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions.

.3 Schedule manufacturer site visits to review work, at following stages as minimum:

.1 After delivery and storage of products, when preparation is complete, but prior to installation.

.2 Once during equipment installation.

.3 Upon completion of Work, after cleaning is complete.

.4 Obtain manufacturer's review reports within 3 days of review, and submit to Engineer.

1.17 SYSTEM STARTUP

.1 Instruct Engineer and operating personnel in operation, care and maintenance of systems, system equipment and components.

.2 Arrange and pay for services of manufacturer's factory service engineer to supervise start-up of installation, check, adjust, balance and calibrate components and instruct operating personnel.

.3 Provide these services for such period, and for as many visits as necessary to put equipment in operation, and ensure that operating personnel are conversant will aspects of its care and operation.

Part 2 Products

2.1 MATERIALS AND EQUIPMENT

.1 Provide materials and equipment in accordance with the requirements of applicable Sections.

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.2 Equipment:

.1 CSA approved and ULC certified where applicable.

.2 Where CSA or ULC designation is not available, obtain approval from local authority having jurisdiction.

.3 Ensure labels are visible and legible after equipment is installed.

.4 Factory assemble control panels and component assemblies.

2.2 ELECTRIC MOTORS, EQUIPMENT AND CONTROLS

.1 Supplier and installer responsibility is indicated in Motor, Control and Equipment Schedule on electrical drawings and related mechanical responsibility is indicated on Mechanical Equipment Schedule on mechanical drawings, where applicable.

.2 Control wiring and conduit: in accordance with Section 26 05 21 - Wires and Cables (0-1000 V) and to be as indicated by design drawings.

2.3 WARNING SIGNS

.1 As specified and to meet requirements of Electrical Inspection Department and Owner’s Representative.

.2 Porcelain enamel decal signs, minimum size 175 x 250 mm.

2.4 WIRING TERMINATIONS

.1 Lugs, terminals, screws used for termination of wiring 1000 V or below to be suitable for copper conductors only.

.2 Lugs, terminals, screws used for termination of wiring 1001 V and above to be suitable for either copper or aluminum conductors.

2.5 EQUIPMENT IDENTIFICATION

.1 Identify electrical equipment with nameplates and labels as follows:

.1 Nameplates: Lamicoid 3 mm thick plastic engraving sheet, black white face, black white core, mechanically attached with self tapping screws.

.2 Sizes as follows:

NAMEPLATE SIZES Size 1 10 x 50 mm 1 line 3 mm high letters Size 2 12 x 70 mm 1 line 5 mm high letters Size 3 12 x 70 mm 2 lines 3 mm high letters Size 4 20 x 90 mm 1 line 8 mm high letters Size 5 20 x 90 mm 2 lines 5 mm high letters Size 6 25 x 100 mm 1 line 12 mm high letters Size 7 25 x 100 mm 2 lines 6 mm high letters

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.2 Labels:

.1 Embossed plastic labels with 6 mm high letters unless specified otherwise.

.3 Wording on nameplates and labels to be approved by Owner’s Representative prior to manufacture.

.4 Allow for average of twenty-five (25) letters per nameplate and label.

.5 Identification to be in English.

.6 Nameplates for terminal cabinets and junction boxes to indicate system name and voltage characteristics.

.7 Disconnects, starters and contactors: indicate equipment being controlled and voltage.

.8 Terminal cabinets and pull boxes: indicate system name and voltage.

.9 Transformers: indicate capacity, primary and secondary voltages and transformer number.

2.6 WIRING IDENTIFICATION

.1 Identify wiring with permanent indelible identifying markings, either numbered or coloured plastic tapes, on both ends of phase conductors of feeders and branch circuit wiring.

.2 Maintain phase sequence and colour coding throughout.

.3 Colour code: to CSA C22.1, Canadian Electrical Code.

.4 Use colour coded wires in communication cables, matched throughout system.

2.7 CONDUIT AND CABLE IDENTIFICATION

.1 Colour code conduits, boxes and metallic sheathed cables.

.2 Code with plastic tape or paint at points where conduit or cable enters wall, ceiling, or floor, and at 15 m intervals.

.3 Colours: 25 mm wide prime colour and 20 mm wide auxiliary colour.

Conduit System Prime Color Auxiliary Color up to 250 V Yellow up to 600 V Yellow Green up to 5 kV Yellow Blue up to 15 kV Yellow Red Telephone Green Other Communication Systems Green Blue Fire Alarm Red Emergency Voice Red Blue Other Security Systems Red Yellow

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2.8 FINISHES

.1 Metal enclosure surfaces shall be shop finished by application of rust resistant primer inside and outside, and at least two coats of finish enamel.

.1 Outdoor electrical equipment and indoor switchgear and distribution enclosures shall be painted light gray to EEMAC 2Y-1.

Part 3 Execution

3.1 INSTALLATION

.1 Complete installation in accordance with CSA C22.1 except where specified otherwise.

.2 Complete installation of overhead and underground systems in accordance with CSA C22.1 and CSA C22.3 except where specified otherwise.

.3 Comply with manufacturer's written data, including product technical bulletins, product catalog installation instructions, product carton installation instructions, MSDS, and product datasheets.

.4 Protect electrical equipment from dust and dirt. Plug or cap openings in conduit, fixtures and equipment during construction with Engineer approved materials.

.5 Conceal conduit in finished areas, unless otherwise authorized. Run exposed conduit parallel to building lines, and maintain maximum headroom.

.6 Install lighting fixtures, outlets, plates and other visible items parallel to building lines. Line up exposed raceways, parallel and at right angles to building walls, partitions, and ceilings.

.7 Set equipment and components plumb and level, accurate to position intended, and position hanger rods plumb.

3.2 NAMEPLATES AND LABELS

.1 Ensure manufacturer's nameplates, CSA labels and identification nameplates are visible and legible after equipment is installed.

3.3 CONDUIT AND CABLE INSTALLATION

.1 Install conduit and sleeves prior to pouring of concrete. Sleeves through concrete: schedule 40 steel pipe, sized for free passage of conduit, and protruding 50 mm.

.2 If plastic sleeves are used in fire rated walls or floors, remove before conduit installation.

.3 Install cables, conduits and fittings to be embedded or plastered over, neatly and close to building structure so furring can be kept to minimum.

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3.4 MOUNTING HEIGHTS

.1 Mounting height of equipment is from finished floor to centreline of equipment unless specified or indicated otherwise.

.2 If mounting height of equipment is not specified or indicated, verify before proceeding with installation.

.3 Install electrical at following heights unless indicated otherwise.

.1 Local switches: 1400 mm.

.2 Wall receptacles:

.1 General: 300 mm.

.2 Above top of continuous baseboard heater: 200mm.

.3 Above top of counters or counter splash backs: 175 mm.

.4 In mechanical rooms: 1400 mm.

.3 Panelboards: as required by Code or as indicated.

.4 Telephone and interphone outlets: 300 mm.

.5 Wall mounted telephone and interphone outlets: 1400 mm.

.6 Fire alarm stations: 1400 mm.

.7 Fire alarm bells: 2400 mm.

.8 Wall mounted speakers: 2400 mm.

.9 Clocks: 2400 mm.

.10 Door bell pushbuttons: 1400 mm.

.11 Exit lights: 2400 mm.

.12 Emergency lighting heads: 2400 mm.

.4 Attach electrical equipment, components and devices directly to structure and structural supporting elements.

3.5 CO-ORDINATION OF PROTECTIVE DEVICES

.1 Ensure circuit protective devices such as overcurrent trips, relays and fuses are installed to required values and settings as required.

3.6 FIELD QUALITY CONTROL

.1 All electrical work to be carried out by qualified, licensed electricians or apprentices as per the conditions of the Provincial Act respecting manpower vocational training and qualification. Employees registered in a provincial apprentices program shall be permitted, under the direct supervision of a qualified licensed electrician, to perform specific tasks – the activities permitted shall be determined based on the level of training attained and the demonstration of ability to perform specific duties.

.2 The work of this division to be carried out by a contractor who holds a valid Code 1 Electrical Contractor License as issued by the Province.

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.3 Furnish manufacturer’s certificate or letter confirming that entire installation as it

pertains to each system has been installed to manufacturer’s instructions.

.4 Perform tests in Accordance with this section as noted and Section 01 91 13 – Commissioning (Cx) Requirements.

.5 Load Balance:

.1 Measure phase current to panelboard with normal loads (lighting) operating at time of acceptance. Adjust branch circuit connections as required to obtain best balance of current between phases and record changes.

.2 Measure phase voltages at loads and adjust transformer taps to within 2% of rated voltage of equipment.

.3 Submit, at completion of work, report listing phase and neutral currents on panelboards, dry-core transformers and motor control centres, operating under normal load. State hour and date on which each load was measured, and voltage at time of test.

.6 Conduct and pay for following tests, as applicable:

.1 Power generation and distribution system including phasing, voltage, grounding and load balancing.

.2 Circuits originating from branch distribution panels.

.3 Lighting and its control.

.4 Motors, heaters and associated control equipment including sequenced operations of systems where applicable.

.5 Systems: fire alarm system, communications.

.7 Insulation resistance testing.

.1 Megger and record circuits, feeders and equipment up to 350 V with a 500 V instrument.

.2 Megger and record 350 – 600 V circuits, feeders and equipment with a 1000 V instrument.

.3 Megger and record 5 kV and above circuits, feeders and equipment with a 5 kV instrument.

.4 Check resistance to ground before energizing and record value.

.8 All substation equipment to be field tested as indicated by the Equipment Procurement Specifications and/or the commissioning forms.

.9 Carry out tests in presence of Owner’s Representative.

.10 Provide instruments, meters, equipment and personnel required to conduct tests during and conclusion of project.

.11 Submit test results for Owner’s Representative’s review and include in Commissioning Manuals specified in Section 01 91 13 – Commissioning (Cx) Requirements.

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3.7 CLEANING

.1 Clean and touch up surfaces of shop-painted equipment scratched or marred during shipment or installation, to match original paint.

.2 Clean and prime exposed non-galvanized hangers, racks and fastenings to prevent rusting.

END OF SECTION

Summerside Electric Section 26 05 21 2020 Substation Civil Works WIRE AND CABLES (0-1000V) Contract 192617.00 Page 1 of 6

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation for all wire and cables to be used for operation at 750 V and below, with the following exceptions:

.1 Overhead service-type wire

.2 Street lighting

.3 Network cable

.4 Communications/phone cable

.5 Fibre-optic cable

.6 Bare wire

1.2 RELATED SECTIONS

.1 Refer to drawings for wiring type required under different applications.

1.3 REFERENCES

.1 Canadian Standards Association (CSA)

.1 CSA C22.2 No .0.3, Test Methods for Electrical Wires and Cables.

.2 CAN/CSA-C22.2 No. 131, Type TECK 90 Cable.

Part 2 Products

2.1 BUILDING WIRES

.1 Conductors: stranded for 10 AWG and larger. Minimum size: 12 AWG.

.2 Copper and ACM alloy conductors: size as indicated, with 600 V insulation of cross-linked thermosetting polyethylene material rated RW90 XLPE and RWU90 XLPE as indicated. Provide RWU90 XLPE rated cable for underground wiring. Related to new service entrance feeders and site lighting circuits. RWU90 XLPE not required under interior floor slabs.

.3 Copper conductors: size as indicated, with thermoplastic insulation type TWH rated at 600 V, typically used for insulated ground wires.

.4 Type ACM conductors permitted for feeders above 60 amps.

2.2 TECK CABLE

.1 Cable: to CAN/CSA-C22.2 No. 131.

.2 Conductors:

.1 Grounding conductor: copper.

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.2 Circuit conductors: copper and ACM alloy, size as indicated.

.3 Insulation:

.1 Cross-linked polyethylene XLPE, rating - 600 V.

.4 Inner jacket: polyvinyl chloride material.

.5 Armour: interlocking aluminum, compliant to applicable Building Code classification for this project.

.6 Overall covering: thermoplastic polyvinyl chloride material.

.7 Fastenings:

.1 One hole steel straps to secure surface cables 50 mm and smaller. Two hole steel straps for cables larger than 50 mm.

.2 Channel type supports for two or more cables at 1500 mm centers.

.3 Threaded rods: 6 mm dia. to support suspended channels.

.8 Connectors:

.1 Watertight and/or type approved for TECK cable, as indicated.

2.3 MINERAL-INSULATED CABLES

.1 Conductors: solid bare soft-annealed copper, size as indicated.

.2 Insulation: compressed powdered magnesium oxide to form compact homogeneous mass throughout entire length of cable.

.3 Overall covering: annealed seamless copper sheath, Type M1 rated 600 V, 250°C.

.4 Overall jacket: PVC applied over the sheath and compliant to applicable Building Code classification for this project for direct buried and wet locations, as indicated.

.5 Two hour fire rating.

.6 Connectors: watertight, field installed, approved for MI cable.

.7 Termination kits: field installed approved for MI cable.

2.4 ARMOURED CABLES

.1 Conductors: insulated, copper, size as indicated.

.2 Type: AC90.

.3 Armour: interlocking type fabricated from aluminum strip.

.4 Connectors: standard as required, complete with anti-short rings.

2.5 CONTROL CABLES

.1 Type LVT for low voltage heating and air conditioning controls, thermostats, door bells, annunciator systems, intercom systems, burglar alarm systems, and fire alarm systems:

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2 soft annealed copper conductors, sized as indicated, with thermoplastic insulation, outer covering of thermoplastic jacket. Low energy 300 V control cable: stranded annealed copper conductors sized as indicated, with PVC insulation type TW-40° C polyethylene insulation with shielding of tape coated with paramagnetic material wire braid over each conductor and overall covering of PVC jacket.

.2 All other control wiring, with the exception of prewired cable assemblies and harnesses, shall consist of 600 volt solid/stranded tinned copper wire, cross-linked polyethylene (XLP) insulation/white jacket, moisture resistant or thermoset, CSA Certified for use in Switchboards, and shall be as follows:

.1 #12 AWG for current transformer circuits.

.2 #12 AWG for potential transformer circuits.

.3 #14 AWG for control and signal I/O circuits.

.3 Use 19 or more strand conductors for #14 AWG and larger wire, solid for smaller than #14 AWG wire.

.4 Wires shall be installed and run in wiremold raceways as defined herein and secured using PVC tie wrap at no more than 200mm junctures.

.5 Where wire transition from a fixed panel face to a swinging door assembly, they shall be installed and run using a dynamic cable managing system as defined herein, designed to provide strain relief and protection against the pinch point.

.6 Wires shall be continuous between terminals; splices are not permitted.

2.6 NON-METALLIC SHEATHED CABLE

.1 Non-metallic sheathed copper cable type: NMD90 nylon, size as indicated.

2.7 ACM CONDUCTORS

.1 Annealed, compacted aluminum alloy conductor material (ACM) for circuits 60 amps or more, single or multi-conductor, 600 volt insulation.

.2 Type: AC90, ACWU90 and TECK90.

.3 Armour: interlocked aluminum strip.

.4 Conductivity: 61% IACS to that of copper.

.5 Outer jacket: ACWU90 PVC jacket, FT-4 rated suitable for direct buried and Div. 1 and Div. 2 hazardous locations.

2.8 ACCESSORIES

.1 Pressure type wire connectors to: CSA C22.2 No.65, with current carrying parts of copper sized to fit copper conductors as required.

Summerside Electric Section 26 05 21 2020 Substation Civil Works WIRE AND CABLES (0-1000V) Contract 192617.00 Page 4 of 6

.2 Fixture type splicing connectors to: CSA C22.2 No.65, with current carrying parts of

copper sized to fit copper conductors 10 AWG or less.

.3 Bushing stud connectors: to EEMAC 1Y-2 to consist of:

.1 Connector body and stud clamp for stranded copper conductors.

.2 Clamp for copper bar.

.3 Stud clamp bolts.

.4 Bolts for copper bar.

.5 Sized for conductors and bars as indicated.

.4 Clamps or connectors for armoured cable, aluminum sheathed cable, mineral insulated cable, flexible conduit, non-metallic sheathed cable as required to: CAN/CSA-C22.2 No.18.

Part 3 Execution

3.1 FIELD QUALITY CONTROL

.1 Perform tests in accordance with Section 26 05 00 - Common Work Results for Electrical.

.2 Perform tests using method appropriate to site conditions and to approval of Owner's Representative and local authority having jurisdiction over installation.

.3 Perform tests before energizing electrical system.

.4 No splices permitted in panel board feeders in new construction. Splices in re-work or renovation projects only with pre-approval by Owner's Representative.

3.2 GENERAL CABLE INSTALLATION

.1 Install cable in trenches in accordance with Section 33 71 73.02 - Underground Electrical Service.

.2 Lay cable in cable trays in accordance with Section 26 05 36 - Cable Trays for Electrical Systems.

.3 Terminate cables in accordingly:

.1 Remove insulation carefully from ends of conductors and:

.1 Install mechanical pressure type connectors and tighten screws with appropriate compression tool recommended by manufacturer. Installation shall meet secureness tests in accordance with CSA C22.2 No.65.

.2 Install fixture type connectors and tighten. Replace insulating cap.

.3 Install bushing stud connectors in accordance with EEMAC 1Y-2.

.4 Cable Colour Coding: to Section 26 05 00 Common Work Results for Electrical.

.5 Conductor length for parallel feeders to be identical.

Summerside Electric Section 26 05 21 2020 Substation Civil Works WIRE AND CABLES (0-1000V) Contract 192617.00 Page 5 of 6

.6 Lace or clip groups of feeder cables at distribution centres, pull boxes, and termination

points.

.7 Wiring in walls: typically drop or loop vertically from above to better facilitate future renovations. Generally wiring from below and horizontal wiring in walls to be avoided unless indicated.

.8 Branch circuit wiring for surge suppression receptacles and permanently wired computer and electronic equipment to be 2-wire circuits only, i.e. common neutrals not permitted.

.9 Provide numbered wire collars for control wiring. Numbers to correspond to control shop drawing legend. Obtain wiring diagram for control wiring.

3.3 INSTALLATION OF BUILDING WIRES

.1 Install wiring as follows:

.2 In conduit systems in accordance with Section 26 05 34 - Conduits, Fastenings and Fittings.

.3 In cable troughs in accordance with Section 26 05 36 - Cable Trays for Electrical Systems.

.4 In underground ducts in accordance with Section 26 05 44- Installation of Cables in Trenches and Ducts.

3.4 INSTALLATION OF TECK CABLE 0-1000V

.1 Install cables.

.2 Group cables wherever possible on channels.

.3 Install cable concealed, securely supported by straps and hangers.

3.5 INSTALLATION OF MINERAL -INSULATED CABLES

.1 Run cable exposed, securely supported by straps.

.2 Support 2 h fire rated cables at 1m intervals.

.3 Make cable terminations by using factory-made kits.

.4 At cable terminations use thermoplastic sleeving over bare conductors.

.5 Where cables are buried in cast concrete or masonry, sleeve for entry and exit of cables.

.6 Do not splice cables.

3.6 INSTALLATION OF ARMOURED CABLES (AC-90)

.1 Group cables wherever possible.

Summerside Electric Section 26 05 21 2020 Substation Civil Works WIRE AND CABLES (0-1000V) Contract 192617.00 Page 6 of 6

.2 Use permitted only for work in movable partitions and vertical power supply drops to

lighting fixtures.

.3 Ensure all cables are terminated and made safe prior to ceiling grid being installed. All lighting drops to be terminated safely, with approved connectors, within an approved box, complete with cover.

3.7 INSTALLATION OF CONTROL CABLES

.1 Install control cables in conduit as indicated.

.2 Ground control cable shield as required.

3.8 INSTALLATION OF NON-METALIC SHEATHED CABLE

.1 Install cables.

.2 Install straps and box connectors to cables as required.

.3 Use permitted in wood stud construction only.

.4 INSTALLATION OF ACM CONDUCTORS

.5 Install ACM cables as per the latest edition of the Canadian Electrical Code and manufacturers installation requirements.

.6 Do not terminate ACM conductors with a copper bodied connector.

.7 Apply oxide coating on base cables as per electrical code requirements.

END OF SECTION

Summerside Electric Section 26 05 27 2020 Substation Civil Works GROUNDING - PRIMARY Contract 192617.00 Page 1 of 4

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation for primary grounding.

1.2 RELATED SECTIONS

.1 Section 01 10 00 – General Requirements.

.2 Section 01 33 00 – Submittal Procedures

1.3 REFERENCES

.1 Codes and standards referenced in this section refer to the latest edition thereof.

.2 American National Standards Institute/Institute of Electrical and Electronics Engineers (ANSI/IEEE).

.1 ANSI/IEEE Std. 837, Qualifying Permanent Connections Used in Substation Grounding.

.3 Canadian Standards Association (CSA)

.1 CSA C22.2 No.0.4-04, Bonding and Grounding of Electrical Equipment (Protective Grounding).

.2 CSA C22.2 No.41, Grounding and Bonding Equipment

Part 2 Products

2.1 MATERIALS

.1 Rod electrodes: copper clad steel, 19 mm diameter by 3 m long.

.2 Conductors: bare, stranded, untinned soft annealed copper wire, size No 4/0 AWG and 2/0 AWG for ground bus, electrode interconnections, metal structures, ground mats, transformers, switchgear, ground connections.

.3 Conductors: PVC insulated coloured green, stranded untinned soft annealed copper wire, size No. 4 AWG for grounding cable sheaths, raceways, pipe work, screen guards, switchboards, potential transformers.

.4 Conductors: PVC insulated coloured green, stranded untinned soft annealed copper wire No. 10 AWG for grounding meter and relay cases.

.5 Conductors: No. 3/0 AWG extra flexible (425 strands) copper conductor for connection of switch mechanism operating rod to ground mat, fence gates, vault doors.

.6 Bolted removable test links.

Summerside Electric Section 26 05 27 2020 Substation Civil Works GROUNDING - PRIMARY Contract 192617.00 Page 2 of 4

.7 Ground mat: copper, size 1200 x 1800 mm, 50 x 50 mm mesh and 2 mm thick.

.8 Accessories: non-corroding, necessary for complete grounding system, type, size material as indicated, including:

.1 Protective type clamps,

.2 Bolted type conductor connectors,

.3 Bonding jumpers, straps,

.4 Pressure wire connectors.

.9 Wire connectors and terminations: as indicated on construction drawings.

Part 3 Execution

3.1 GROUNDING INSTALLATION

.1 Install continuous grounding system including, electrodes, conductors, connectors and accessories in accordance with CSA C22.2 No.0.4 and requirements of local authority having jurisdiction.

.2 Ground fences to grounding system independent of station ground.

.3 Install connectors in accordance with manufacturer's instructions.

.4 Protect exposed grounding conductors from mechanical injury.

.5 Make buried connections, and connections to electrodes, structural steel work, using permanent mechanical connectors to ANSI/IEEE 837.

.6 Use mechanical connectors for grounding connections to equipment provided with lugs.

.7 Use No. 4/0 AWG bare copper cable for main ground bus of substation and No. 2/0 AWG MHD bare copper cable for taps on risers from main ground bus to equipment.

.8 Use tinned copper conductors for aluminum structures.

3.2 EQUIPMENT GROUNDING

.1 Install grounding connections as indicated to typical station equipment including: metallic water main, line sky wire, neutral, grounding mats. Non-current carrying parts of: transformers, circuit breakers, reclosers, current transformers, frames of gang-operated switches and fuse cut-out bases. Cable sheaths, raceways, pipe work, screen guards, switchboards, potential transformers. Meter and relay cases. Any exposed building metal, within or forming part of station enclosure. Sub-station fences, pothead bodies. Outdoor lighting.

.2 Ground hinged doors to main frame of electrical equipment enclosure with flexible jumper.

Summerside Electric Section 26 05 27 2020 Substation Civil Works GROUNDING - PRIMARY Contract 192617.00 Page 3 of 4

.3 Connect metallic piping (water, oil, air, etc.) inside station to main ground bus at several

locations, including each service location within station. Make connections to metallic water pipes outside station if available to assist in reduction of station ground resistance value.

3.3 FIELD QUALITY CONTROL

.1 Perform earth loop test and resistance tests using method appropriate to site conditions and to approval of Engineer and local authority having jurisdiction.

.2 Perform test before energizing electrical system.

END OF SECTION

Summerside Electric Section 26 05 29 2020 Substation Civil Works HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS Contract 192617.00 Page 1 of 2

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation for hangers and support for electrical systems.

1.2 RELATED SECTIONS

.1 Section 01 10 00 – General Requirements

.2 Section 01 33 00 – Submittal Procedures

.3 Section 26 05 00 – Common Work Results - Electrical

Part 2 Products

2.1 SUPPORT CHANNELS

.1 U shape, size 41 x 41 mm, 2.5 mm thick, surface mounted suspended or set in poured concrete walls and ceilings unless otherwise indicated.

.2 Standard rolled structural steel shapes and plates or prefabricated structural systems.

.3 Unless otherwise indicated use hot dipped galvanized steel after fabrication.

.4 Use stainless steel outside.

2.2 CABLE TIES

.1 Nylon flame retardant, low smoke cable tie, size as required.

.2 Nylon flame retardant, low smoke cable tie mounting bracket. Mechanical fastening type only; adhesive mounts not acceptable.

Part 3 Execution

3.1 INSTALLATION

.1 Secure equipment to hollow or solid masonry.

.2 Secure equipment to poured concrete with expandable inserts.

.3 Secure equipment to hollow masonry walls or suspended ceilings with stainless steel toggle bolts.

.4 Support equipment, conduit or cables using clips, spring loaded bolts, cable clamps designed as accessories to basic channel members.

Summerside Electric Section 26 05 29 2020 Substation Civil Works HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS Contract 192617.00 Page 2 of 2

.5 Fasten exposed conduit or cables to building construction or support system using

straps.

.1 One-hole steel straps to secure surface conduits and cables 50 mm and smaller.

.2 Two-hole steel straps for conduits and cables larger than 50 mm.

.3 Beam clamps to secure conduit to exposed steel work.

.6 Suspended support systems.

.1 Support individual cable or conduit runs with 6 mm diameter threaded rods and spring clips.

.2 Support 2 or more cables or conduits on channels supported by 6 mm diameter threaded rod hangers where direct fastening to building construction is impractical.

.7 For surface mounting of two or more conduits use channels at 1.5 m on centre spacing.

.8 Provide metal brackets, frames, hangers, clamps and related types of support structures where indicated or as required to support conduit and cable runs.

.9 Ensure adequate support for raceways and cables dropped vertically to equipment where there is no wall support.

.10 Do not use wire lashing, wood blocking, plastic strap or perforated strap to support or secure raceways or cables.

.11 Do not use supports or equipment installed for other trades for conduit or cable support except with permission of other trade and approval of Engineer.

.12 Install fastenings and supports as required for each type of equipment cables and conduits, and in accordance with manufacturer's installation recommendations.

.13 Provide beam clamps to secure conduits and cable tray to exposed steel work.

.14 Where galvanized steel supports are exposed to moisture, touch-up all field cut surfaces with galvanizing paint.

END OF SECTION

Summerside Electric Section 26 05 31 2020 Substation Civil Works SPLITTERS, JUNCTION, PULL BOXES AND CABINETS Contract 192617.00 Page 1 of 2

Part 1 General

1.1 RELATED SECTIONS

.1 Section 01 33 00 – Submittal Procedures

.2 Section 26 05 00 – Common Work Results – Electrical

1.2 SHOP DRAWINGS AND PRODUCT DATA

.1 Submit shop drawings and product data for cabinets in accordance with Section 01 33 00 - Submittal Procedures.

.2 Provide manufacturer’s printed product literature, specifications and datasheet and include product characteristics, performance criteria, physical size, finish and limitations.

.3 Provide drawings stamped and signed by professional engineer registered or licensed in the Province of Prince Edward Island, Canada.

Part 2 Products

2.1 SPLITTERS

.1 Sheet metal enclosure, welded corners and formed hinged cover suitable for locking in closed position.

.2 Main and branch lugs to match required size and number of incoming and outgoing conductors as indicated.

.3 At least three spare terminals on each set of lugs in splitters less than 400 A.

2.2 JUNCTION AND PULL BOXES

.1 Indoor: Welded steel construction with screw-on flat covers for surface mounting.

.2 Outdoor: NEMA 4X, PVC construction with screw-on flat covers.

2.3 INDOOR CABINETS

.1 Type T: sheet steel cabinet, with hinged door, latch, lock, 2 keys, containing 19 mm fir plywood backboard for surface flush mounting.

Part 3 Execution

3.1 SPLITTER INSTALLATION

.1 Install splitters and mount plumb, true and square to the building lines.

Summerside Electric Section 26 05 31 2020 Substation Civil Works SPLITTERS, JUNCTION, PULL BOXES AND CABINETS Contract 192617.00 Page 2 of 2

.2 Extend splitters full length of equipment arrangement except where indicated

otherwise.

3.2 JUNCTION, PULL BOXES AND CABINETS INSTALLATION

.1 Install pull boxes in inconspicuous but accessible locations.

.2 Mount cabinets with top not higher than 2 m above finished floor.

.3 Install terminal block as indicated in Type T cabinets.

.4 Only main junction and pull boxes are indicated. Install pull boxes so as not to exceed 30 m of conduit run between pull boxes.

3.3 IDENTIFICATION

.1 Provide equipment identification in accordance with Section 26 05 00 – Common Work Results - Electrical.

.2 Install size 2 identification labels indicating system name voltage and phase.

END OF SECTION

Summerside Electric Section 26 05 34 2020 Substation Civil Works CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS Contract 192617.00 Page 1 of 5

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation for conduits, conduit fastening and conduit fittings.

1.2 RELATED SECTIONS

.1 Section 01 10 00 – General Requirements

.2 Section 01 33 00 - Submittal Procedures

.3 Section 26 05 00 - Common Work Results - Electrical

1.3 REFERENCES

.1 Canadian Standards Association (CSA)

.1 CAN/CSA C22.2 No. 18, Outlet Boxes, Conduit Boxes, and Fittings and Associated Hardware, a National Standard of Canada.

.2 CSA C22.2 No. 45, Rigid Metal Conduit.

.3 CSA C22.2 No. 56, Flexible Metal Conduit and Liquid-Tight Flexible Metal Conduit.

.4 CSA C22.2 No. 83, Electrical Metallic Tubing.

.5 CSA C22.2 No. 211.2, Rigid PVC (Unplasticized) Conduit.

.6 CAN/CSA C22.2 No. 227.3, Nonmetallic Mechanical Protection Tubing (NMPT), a National Standard of Canada.

1.4 SUBMITTALS

.1 Product data: submit manufacturer's printed product literature, specifications and datasheets.

.1 Submit cable manufacturing data.

.2 Quality assurance submittals:

.1 Test reports: submit certified test reports.

.2 Certificates: submit certificates signed by manufacturer certifying that materials comply with specified performance characteristics and physical properties.

.3 Instructions: submit manufacturer's installation instructions.

Part 2 Products

2.1 CONDUITS

.1 Rigid metal conduit: to CSA C22.2 No. 45, hot dipped galvanized steel threaded.

Summerside Electric Section 26 05 34 2020 Substation Civil Works CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS Contract 192617.00 Page 2 of 5

.2 Epoxy coated conduit: to CSA C22.2 No. 45, with zinc coating and corrosion resistant

epoxy finish inside and outside.

.3 Electrical metallic tubing (EMT): to CSA C22.2 No. 83, with couplings.

.4 Rigid PVC conduit: to CSA C22.2 No. 211.2.

.5 Flexible metal conduit: to CSA C22.2 No. 56, aluminum liquid-tight flexible metal.

.6 FRE conduit: to CSA C22.2.

.7 Flexible PVC conduit: to CAN/CSA-C22.2 No. 227.3,

2.2 CONDUIT FASTENINGS

.1 One hole [malleable iron] [steel] straps to secure surface conduits [NPS 2] [50 mm] and One-hole steel straps to secure surface conduits 50 mm and smaller. Two-hole steel straps for conduits larger than 50 mm.

.2 Beam clamps to secure conduits to exposed steel work.

.3 Channel type supports for two or more conduits at 1.5 m oc.

.4 Threaded rods, 6 mm dia., to support suspended channels.

2.3 CONDUIT FITTINGS

.1 Fittings: manufactured for use with conduit specified. Coating: same as conduit.

.2 Factory "ells" where 90o, 45 o or 22.5 o bends are required for 25 mm and larger conduits.

.3 Ensure conduit bends other than factory “ells” are made with an approved bender. Making offsets and other bends by cutting and rejoining 90-degree bends are not permitted.

.4 Connectors and couplings for EMT. Steel set-screw type, size as required.

2.4 EXPANSION FITTINGS FOR RIGID CONDUIT

.1 Weatherproof expansion fittings with internal bonding assembly suitable for 100 mm linear expansion.

.2 Watertight expansion fittings with integral bonding jumper suitable for linear expansion and 19 mm deflection in all directions.

.3 Weatherproof expansion fittings for linear expansion at entry to panel.

2.5 FISH CORD

.1 Polypropylene.

Summerside Electric Section 26 05 34 2020 Substation Civil Works CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS Contract 192617.00 Page 3 of 5

Part 3 Execution

3.1 MANUFACTURER'S INSTRUCTIONS

.1 Compliance: comply with manufacturer's written recommendations or specifications, including product technical bulletins, handling, storage and installation instructions, and datasheets.

3.2 INSTALLATION

.1 Install all conduit, conduit fittings and accessories in accordance with the latest edition of the Canadian Electrical Code in a manner that does not alter, change or violate any part of the installed system components or the CSA/UL certification of these components.

.2 Install conduits to conserve headroom in exposed locations and cause minimum interference in spaces through which they pass.

.3 Conceal conduits except in mechanical and electrical service rooms and in unfinished areas.

.4 Surface mount conduits except in finished areas or as indicated.

.5 Use rigid hot dipped galvanized steel threaded conduit for exposed work below 2.4 m above finished floor.

.6 Use epoxy coated conduit underground in corrosive areas and where exposed to exterior elements. (ie: pole mounted service entrance conduits)

.7 Use electrical metallic tubing (EMT) except in cast concrete and above 2.4 m not subject to mechanical injury, as well as concealed work in masonry construction.

.8 Use rigid PVC conduit underground and buried in or under concrete slab on grade.

.9 Use FRE conduit for encasement in concrete duct bank for service entrance feeders.

.10 Use flexible metal conduit for connection to motors in dry areas connection to recessed incandescent fixtures without a prewired outlet box connection to surface or recessed fluorescent fixtures work in movable metal partitions.

.11 Use liquid tight flexible metal conduit for connection to motors or vibrating equipment in damp, wet or corrosive locations.

.12 Use AC-90 for vertical power supply drops to light fixtures.

.13 Use explosion proof flexible connection for connection to explosion proof motors.

.14 Install conduit sealing fittings in hazardous areas. Fill with compound.

.15 Minimum conduit size for lighting and power circuits: 19 mm. 12 mm conduit is acceptable for switch leg drops only where one two-wire circuit and ground is required.

Summerside Electric Section 26 05 34 2020 Substation Civil Works CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS Contract 192617.00 Page 4 of 5

.16 Install EMT conduit from computer room branch circuit panel to outlet boxes located in

sub floor.

.17 Install EMT conduit from computer room branch circuit panel to junction box in sub-floor immediately below panel. Run flexible conduit from junction box to outlet boxes for each computer in sub-floor.

.18 Bend conduit cold. Replace conduit if kinked or flattened more than 1/10th of its original diameter.

.19 Mechanically bend steel conduit over 19 mm dia.

.20 Field threads on rigid conduit must be of sufficient length to draw conduits up tight.

.21 Install fish cord in empty conduits.

.22 Run 2 - 25 mm spare conduits up to ceiling space and 2 - 25 mm spare conduits down to ceiling space from each flush panel. Terminate these conduits in 152 x 152 x 102 mm junction boxes in ceiling space or in case of an exposed concrete slab, terminate each conduit in flush concrete type box.

.23 Remove and replace blocked conduit sections. Do not use liquids to clean out conduits.

.24 Dry conduits out before installing wire.

3.3 SURFACE CONDUITS

.1 Run parallel or perpendicular to building lines.

.2 Locate conduits behind infrared or gas fired heaters with 1.5 m clearance.

.3 Run conduits in flanged portion of structural steel.

.4 Group conduits wherever possible on suspended channels.

.5 Do not pass conduits through structural members except as indicated.

.6 Do not locate conduits less than 75 mm parallel to steam or hot water lines with minimum of 25 mm at crossovers.

3.4 CONCEALED CONDUITS

.1 Run parallel or perpendicular to building lines.

.2 Do not install horizontal runs in masonry walls.

.3 Do not install conduits in terrazzo or concrete toppings.

3.5 CONDUITS IN CAST-IN-PLACE CONCRETE

.1 Locate to suit reinforcing steel. Install in centre one third of slab. Use rigid PVC conduit.

Summerside Electric Section 26 05 34 2020 Substation Civil Works CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS Contract 192617.00 Page 5 of 5

.2 Protect conduits from damage where they stub out of concrete. Use rigid steel conduit

for stub-up and adapt to in floor rigid PVC conduit.

.3 Install sleeves where conduits pass through slab or wall.

.4 Provide oversized sleeve for conduits passing through waterproof membrane, before membrane is installed. Use cold mastic between sleeve and conduit.

.5 Do not place conduits is slabs in which slab thickness is less than 4 times conduit diameter.

.6 Encase conduits completely in concrete with minimum 25 mm concrete cover.

.7 Organize conduits in slab to minimize cross-overs.

3.6 CONDUITS IN CAST-IN-PLACE SLABS ON GRADE

.1 Run conduits 25 mm and larger below slab and encased in 75 mm concrete envelope. Provide 50 mm of sand over concrete envelope below floor slab.

3.7 CONDUITS UNDERGROUND

.1 Slope conduits to provide drainage.

.2 Waterproof joints (PVC excepted) with heavy coat of bituminous paint.

3.8 CLEANING

.1 On Completion and verification of performance of installation, remove surplus materials, excess materials rubbish, tools and equipment.

END OF SECTION

Summerside Electric Section 26 05 36 2020 Substation Civil Works CABLE TRAYS FOR ELECTRICAL SYSTEMS Contract 192617.00 Page 1 of 2

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation for cable trays.

1.2 RELATED SECTIONS

.1 Section 01 33 00 - Submittal Procedures

.2 Section 26 05 00 – Common Work Results - Electrical

1.3 REFERENCES

.1 Codes and standards referenced in this section refer to the latest edition thereof.

.2 Canadian Standards Association (CSA)

.1 CAN/CSA C22.1 No. 126.1 – Metal Cable Tray Systems.

.3 National Electrical Manufacturers Association (NEMA).

.1 NEMA VE 1, Metal Cable Tray Systems.

1.4 SUBMITTALS

.1 Product Data: submit manufacturer's product data sheets for cable tray indicating dimensions, materials, and finishes, including classifications and certifications.

.2 Shop Drawings: submit shop drawings showing materials, finish, dimensions, accessories, layout, and installation details.

.3 Identify types of cable tray used.

.4 Show actual cable tray installation details and suspension system.

Part 2 Products

2.1 CABLE TRAY

.1 Cable tray and fittings: to NEMA VE 1 as referenced in Item 1.2.2 above.

.2 Ladder type, Class A, C1, D1 or E as indicated in CAN/CSA C22.2 No.126.

.3 Trays: extruded aluminum, width and depth as indicated.

.4 Fittings: horizontal elbows, end plates, drop outs, vertical risers and drops, tees, wyes, expansion joints and reducers where required, manufactured accessories for cable tray supplied.

.1 Radii on fittings: 900 mm minimum.

Summerside Electric Section 26 05 36 2020 Substation Civil Works CABLE TRAYS FOR ELECTRICAL SYSTEMS Contract 192617.00 Page 2 of 2

.5 Solid covers for complete cable tray system including fittings.

.6 Barriers where different voltage systems are in same cable tray.

2.2 SUPPORTS

.1 Provide supports as indicated by design drawings.

Part 3 Execution

3.1 INSTALLATION

.1 Install cable trays as a complete system using fittings or other means to provide adequate cable support and bending radius before the conductors are installed.

.2 Use the design drawings for reference.

.3 Keep the minimum clearances for cable trays as specified in CEC.

.4 Support sable tray on both sides.

.5 Cable tray extended vertically through floors shall be totally enclosed where passing through and for a minimum distance of 2 m above the floor.

.6 Remove sharp burrs or projections to prevent damage to cables or injury to personnel.

.7 Provide grounding and bonding of the cable tray as indicated by design drawings.

3.2 CABLES IN CABLE TRAY

.1 Install cables individually.

.2 Lay cables into cable tray. Use rollers when necessary to pull cables.

.3 Secure cables in cable tray at 6 m centres, with nylon ties.

.4 Identify cables every 30 m with size 2 nameplates in accordance with Section 26 05 00 – Common Work Results - Electrical.

END OF SECTION

Summerside Electric Section 26 05 44 2020 Substation Civil Works INSTALLATION OF CABLES IN TRENCHES AND IN DUCTS Contract 192617.00 Page 1 of 4

Part 1 General

1.1 SECTION INCLUDES

.1 Materials and installation of cables in trenches and in ducts.

1.2 RELATED SECTIONS

.1 Section 01 74 19 - Construction/Demolition Waste Management and Disposal

.2 Section 26 05 00 - Common Work Results - Electrical

.3 Section 31 23 10 - Excavating, Trenching and Backfilling

1.3 REFERENCES

.1 Canadian Standards Association, (CSA International)

.2 Insulated Cable Engineers Association, Inc. (ICEA)

Part 2 Products

2.1 CABLE PROTECTION

.1 38 x 140 mm planks pressure treated with copper naphthenate or 5% pentachlorophenol solution, water repellent preservative

2.2 MARKERS

.1 Red plastic marker tape.

2.3 MATERIALS

.1 Selected backfill material: approved material from site excavation or borrow pits. Such material shall be free from stumps, trees, roots, sod, muck or other deleterious material, and shall not contain rock, boulders or masonry larger than 150 mm. The material shall be free from frost, and shall not be placed on frozen ground or in water. It must have a moisture content that will allow compaction to the specified densities.

.2 Structural fill: as approved by Consultant for use intended, well graded, sound, durable, granular material, free from clay, frozen lumps, organic, or deleterious matter, graded as follows:

Sieve Size Cum. % Passing

4.75 mm 100 0.150 mm 0-5

Summerside Electric Section 26 05 44 2020 Substation Civil Works INSTALLATION OF CABLES IN TRENCHES AND IN DUCTS Contract 192617.00 Page 2 of 4

Part 3 Execution

3.1 DIRECT BURIAL OF CONDUITS

.1 Excavate trenches for conduits and related excavations of sufficient width and depth at all points.

.2 After sand bed is in place, lay conduit maintaining 75 mm clearance from each side of trench to nearest cable.

.3 Place surround material. Backfill trench using materials indicated on the drawings. Place backfill in 300 mm layers and thoroughly compact each layer before placing next layer.

.4 Provide offsets for thermal action and minor earth movements. Offset conduits 150 mm for each 60 m run, maintaining minimum cable separation and bending radius requirements.

.5 Underground cable splices not acceptable.

.6 Minimum permitted radius at cable bends for rubber, plastic or lead covered cables, 8 times diameter of cable; for metallic armoured cables, 12 times diameter of cables or in accordance with manufacturer's instructions.

.7 Cable separation:

.1 Maintain 75 mm minimum separation between cables of different circuits.

.2 Maintain 300 mm horizontal separation between low and high voltage cables.

.3 When low voltage cables cross high voltage cables maintain 300 mm vertical separation with low voltage cables in upper position.

.4 At crossover, maintain 75 mm minimum vertical separation between low voltage cables and 150 mm between high voltage cables.

.5 Install treated planks on lower cables 0.6 m in each direction at crossings.

3.2 CABLE INSTALLATION IN DUCTS

.1 Install cables as indicated in ducts.

.1 Do not pull spliced cables inside ducts.

.2 Install multiple cables in duct simultaneously.

.3 Use CSA approved lubricants of type compatible with cable jacket to reduce pulling tension.

.4 To facilitate matching of colour coded multi-conductor control cables reel off in same direction during installation.

.5 Before pulling cable into ducts and until cables are properly terminated, seal ends of lead covered cables with wiping solder; seal ends of non-leaded cables with moisture seal tape.

.6 After installation of cables, seal duct ends with duct sealing compound.

Summerside Electric Section 26 05 44 2020 Substation Civil Works INSTALLATION OF CABLES IN TRENCHES AND IN DUCTS Contract 192617.00 Page 3 of 4

3.3 MARKERS

.1 Bury red plastic marker tape 300 mm below finished grade and above the cables.

3.4 REINSTATEMENT

.1 Upon completion of work, remove surplus materials and debris, trim slopes, and correct defects as directed by Engineer.

.2 Reinstate disturbed areas to condition, elevation and thickness equal to or better than that, which existed before excavation.

.3 Clean and reinstate areas affected by work as directed by Engineer.

3.5 FIELD QUALITY CONTROL

.1 Perform tests in accordance with Section 26 05 00 - Common Work Results - Electrical.

.2 Perform tests using qualified personnel. Provide necessary instruments and equipment.

.3 Check phase rotation and identify each phase conductor of each feeder.

.4 Check each feeder for continuity, short circuits and grounds. Ensure resistance to ground of circuits is not less than 50 megohms.

.5 Pre-acceptance tests.

.1 After installing cable but before splicing and terminating, perform insulation resistance test with 1000 V megger on each phase conductor.

.2 Check insulation resistance after each splice and/or termination to ensure that cable system is ready for acceptance testing.

.6 Acceptance Tests

.1 Ensure that terminations and accessory equipment are disconnected.

.2 Ground shields, ground wires, metallic armour and conductors not under test.

.3 High Potential (Hipot) Testing.

.1 Conduct hipot testing at 100 % of original factory test voltage in accordance with manufacturer's recommendations.

.4 Leakage Current Testing.

.1 Raise voltage in steps from zero to maximum values as specified by manufacturer for type of cable being tested.

.2 Hold maximum voltage for specified time period by manufacturer.

.3 Record leakage current at each step.

.7 Provide Owner’s Representative with list of test results showing location at which each test was made, circuit tested and result of each test. Include results in Commissioning Manual.

.8 Remove and replace entire length of cable if cable fails to meet any of test criteria.

Summerside Electric Section 26 05 44 2020 Substation Civil Works INSTALLATION OF CABLES IN TRENCHES AND IN DUCTS Contract 192617.00 Page 4 of 4

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