metropolitan regional housing authority invites bids … · metropolitan regional housing authority...

57
METROPOLITAN REGIONAL HOUSING AUTHORITY INVITES BIDS ON TENDER DOCUMENT NO. 19-129 Site Improvements - Dartmouth CLOSING DATE: Friday, September 20, 2019

Upload: others

Post on 12-Oct-2019

9 views

Category:

Documents


0 download

TRANSCRIPT

METROPOLITAN REGIONAL HOUSING AUTHORITY

INVITES BIDS ON

TENDER DOCUMENT NO. 19-129

Site Improvements - Dartmouth

CLOSING DATE: Friday, September 20, 2019

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

TABLE OF CONTENTS

PAGES

Section One

Scheduled Tour Date

Mandatory Requirements

1

2

Instructions to Bidders 3 - 6

Bid Form 7 - 9

General Conditions of the Contract 10 - 27

Asbestos Disclosure Materials Letter: January 2014 28

Section Two

Specifications

Concrete Walks, Curbs and Gutters - Section 03 30 53 29-32

Cast-In-Place Concrete - Section 03 30 00 33-40

Concrete Form Work Section - 03 11 00 41-42

Chain Link Fences and Gates – Section 32 31 13 43-46

Drawings / Sketches: Victoria Road Community Site Improvements- Phase 1C Waste/Recycling Enclosures & New Walkway

SP-0 Cover Sheet 47 SP-1 Overall Site Plan-Area of Work 48 SP-2 Partial Site Plan 49 SP-3 Partial Site Plan 50 SP-4 Waste & Enclosure Details 51

Appendixes

Appendix A Agreement (For Information Purposes Only) 52-54

Appendix B Request for Product Approval 55

Total Pages for this Tender Package: 55

Metropolitan Regional Housing Authority

Tender No. MET19-129 Site Improvements - Dartmouth

SECTION ONE – NON-MANDATORY TOUR DATE

Please Note: Attendance at the site tour is NOT mandatory.

1. Organized Tour Date

.1 All bidders note:

.1 The tour is scheduled for Friday, September 13, 2019 at 2:00 PM

2. Site Location Information

.1 Building: .1 Start Tour : Meet at the top of Demetrious Lane in Dartmouth

By BLDG #1

.2 Address: .1 Starting by BLDG #1 (Civic address: 23,25,27,27,29,31,33 Demetrious

Lane), Dartmouth Nova Scotia

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - MANDATORY REQUIREMENTS

The following are the mandatory requirements of a formal bid and failure to meet one or more shall result in the bid being disqualified:

.1 the Bid document shall be signed and witnessed;

.2 if bidders have been requested to provide Bid Security, security shall be provided in Canadian funds in the amount required in one of the following forms only: a certified cheque, a certified bank draft, Government of Canada bearer bonds, or a Surety Bid Bond. No other form of bid security shall be accepted;

.3 all unit prices shall be included in unit price contracts;

.4 the Bid package shall be on Metropolitan Regional Housing Authority documents;

.5 any Bid based on modifying, qualifying or re-writing any of the terms or conditions of the Tender, the General Conditions or the Supplementary Conditions documents shall be disqualified; and,

.6 the Tender Submission shall contain all pages of the Bid Form.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - INSTRUCTIONS TO BIDDERS

1. Bid Closing Address

The Bid Closing Address is S u i t e 3 , 3770 Kempt Road, Halifax, Nova Scotia. Bids delivered to the Bid Closing Address must be in a sealed envelope marked “Bid” and bear the name of the bidder and the project “Description of Work”. Bids are to be placed in the Metropolitan Regional Housing Authority Tender Submission Drop Box, located in the front entrance of Suite 3, 3770 Kempt Road, Halifax (door located to the left of Subway). Bids will be received up to 2:00 PM local time and opened at 2:00 PM local time Friday, September 20, 2019.

2. Bid Form

Bids shall be submitted on the original Bid Forms as provided by the Metropolitan Regional Housing Authority. These forms must be completely filled out in ink, or by typewriter, with the signatures in longhand, witnessed and shall be signed as follows:

.1 Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will sign where indicated. Insert the words "Sole Proprietor" under titles;

.2 Partnership: Signature of all partners in the presence of a witness or witnesses who will sign where indicated. Insert the word "Partner" against each signature under titles; or,

.3 Limited Company: If the bid is submitted by a Limited Company, the bid must be signed by duly authorized signing officers of the Company in their normal signatures designating against each signature the official capacity in which the signing officer acts. Signatures are to be made in the presence of a witness who will sign where indicated. The Corporate Seal of the Company shall be affixed to the bid. If the bid is signed by Officials other than the President or Secretary-Treasurer of the Company, a copy of the by-law or resolution of the Board of Directors authorizing them to do so must be submitted with the bid.

The completed form shall be without interlineations, alterations, or erasures.

3. Right to Reject

The right to reject any or all Bids or to accept any Bid deemed most satisfactory is reserved by the Metropolitan Regional Housing Authority. The Metropolitan Regional Housing Authority reserves the right to waive any informality in any or all Bids.

The Metropolitan Regional Housing Authority reserves the right to consider the following in the evaluation of tenders:

.1 past experience with the bidder and / or its management, including, but not limited to the following:

.1 compliance with the terms and conditions of past contracts between the Metropolitan Regional Housing Authority or the Government of Nova Scotia and the bidder; and,

.2 timely completion of past tenders awarded to the bidder.

.2 information received in response to enquiries of credit, customer and industry references; and,

.3 the experience and qualifications of the bidders’ senior management and project management.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - INSTRUCTIONS TO BIDDERS

4. Modifications to Bids

Modifications may be made to bids by facsimile (fax) message to 902.420.7586 or by email to [email protected], provided the following requirements are met:

.1 modifications must be received at the address indicated in Paragraph 1 of Instructions to Bidder, prior to Bid Closing Time;

.2 modifications made by fax or email shall immediately be followed up by the original document being delivered to the Metropolitan Regional Housing Authority and signed as outlined in Paragraph 2 of Instructions to Bidder; and,

.3 modifications should not include the total original or revised bid amount.

Note: Messages received by telephone shall not be considered.

5. Bid Security

The Bid, together with the Bid Security hereinafter described, must be delivered in a sealed self-addressed envelope. Note:

.1 Bid Security must be in Canadian funds; and,

.2 Bid Security in the form of cash will not be accepted.

6. Bidders’ Responsibility

Bidders will be held to have examined the drawings; to have visited the site; and to have informed themselves as to existing conditions and limitations. Bids shall cover the execution of the whole of the Work as described in the Specifications, as shown on the Drawings / Sketches and as described in any Addendums that may be issued.

7. Registered Contractor / Subcontractors

The Contractor and Subcontractors (whether incorporated or not) shall be individuals or companies registered in the Province of Nova Scotia under the Acts administered by the Registry of Joint Stock Companies. Firms not currently registered shall be required to register as condition of award.

8. Security Deposit

Security deposits shall be based on an amount of not less than ten percent (10%) of the total amount of the Bid.

For bids less than $1,000,000 (one million Canadian dollars), each contractor submitting a Bid must submit the required amount of security deposit in one of the following forms:

.1 a certified cheque or bank draft made payable to the "Metropolitan Regional Housing Authority";

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - INSTRUCTIONS TO BIDDERS

.2 Government of Canada bearer bonds; or,

.3 a Surety Bid Bond.

For bids of more than $1,000,000 (one million Canadian dollars), each contractor submitting a Bid must submit the required amount of security deposit in the form of a Surety Bid Bond only. This shall be either:

.1 a Bid Bond shall be supplied on, or similar to, t he CCDC Form 220 and shall be signed and sealed by the Bonding Company and the Contractor; or,

.2 a Surety Bond may be submitted, in the amount of ten percent (10%) of the Bid price, and the successful Bidder must deliver, upon winning the award, to the Metropolitan Regional Housing Authority a Performance Bond and a Labour and Material Bond each in the amount of fifty percent (50%) of the amount payable under the Contract.

The Metropolitan Regional Housing Authority may require of any Bidder proof of financial and technical capability to undertake the work for which their Bid is submitted.

A certified cheque or other security, when received, will be retained by the Metropolitan Regional Housing Authority as contract security in accordance with the provisions of Paragraph 5.1 of Instructions to Bidders. Bid security for the three lowest bids will be retained by the Metropolitan Regional Housing Authority until such time as the Metropolitan Regional Housing Authority approves an award of Contract. Bid security for all other bids will be returned immediately following the close of Bid.

9. Agreement

The successful Bidder shall enter into an Agreement with the Metropolitan Regional Housing Authority to deliver such goods and services as outlined within the Tender.

10. Acceptance

The Acceptance letter shall be issued, by:

.1 delivering a letter by hand to the Contractor at either the address as set out in the Bid document, the Head Office of the Contractor, or to any officer of the Contractor, in which case acceptance shall be deemed to be the day the letter is delivered.

11. Construction Safety

Prior to contract award, the successful bidder must provide a Certificate of Recognition or Letter of Good Standing issued by an occupational health and safety organization approved by the Workers’ Compensation Board of Nova Scotia.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - INSTRUCTIONS TO BIDDERS

12. Addenda

It is the responsibility of the bidder to periodically check for any addenda issued for this tender.

General questions, please call:

Bruce Chaisson at tel: 902.420.2108 or email: [email protected]

13. Communications

.1 Enquiries shall be directed to [email protected]

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - BID FORM

TO: METROPOLITAN REGIONAL HOUSING AUTHORITY

FROM:

Contractor's Full Business Name

1. The undersigned Bidder has carefully examined the site of the proposed work described herein, has become familiar with local conditions and the character and extent of the work, has carefully examined every part of the proposed contract and thoroughly understands its stipulations, requirements and provisions, and has carefully examined the following documents, which shall be incorporated into and form part of the Agreement that the Contractor shall enter into with the Metropolitan Regional Housing Authority:

Mandatory Requirements Instructions to Bidders Bid Form General Conditions Asbestos Disclosure Materials Letter: January 2014 Specifications Drawings Appendix A – Agreement (For Information Purposes Only) Addendum No. dated

Addendum No. dated

Addendum No. dated

2. This contract is to provide for the the labor and materials relating to:

Tender No. MET19-129 Site Imrpovements - Dartmouth

3. The undersigned Bidder has determined the quality, quantity and source of supply of all materials

required, has investigated labour conditions, and, has noted that sales taxes are not to be

included in the "Bulk Sum Price" mentioned below in accordance with Paragraph 43 of the

General Conditions of the Contract.

4. The undersigned Bidder agrees:

.1 BULK SUM PRICE: To provide all labour, tools, equipment, materials and incidentals necessary to complete the work in accordance with the Contract and agrees to accept, therefore, as payment in full the "Bulk Sum Price" of

__________________________________________________________________________ ( $ ), and to undertake all changes or extra work required during the period of construction in accordance with the provisions of Article 23 of the General Conditions of the Contract.

.2 if awarded the Contract on this Bid Form, the Bidder is to begin work within ten (10) days of notification of Contract Award and to complete the Work within sixty (60) days of award.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - BID FORM

.3 to use the Subcontractors hereinafter listed on the various phases of the work, and not to change or substitute these subcontractors, excepting under the provisions of Article 41 of the General Conditions of the Contract, without prior written permission of the Project Manager.

.4 please list all subcontractors. Subcontractors will be reviewed as part of the tender evaluation. If needed, include a separate sheet listing Subcontractors.

Subcontractor:

Subcontractor:

Subcontractor:

5. The Bulk Sum Price set out above is made up as follows:

.1 estimated cost of materials; and, $

.2 all other charges including labour, contractors’ profits and overhead $

.3 Total of bulk sum price, excluding taxes $

6. Accompanying this Bid Form, the undersigned Bidder is submitting a Security Deposit in one of the following forms:

.1 a certified cheque or bank draft made payable to the "Metropolitan Regional Housing Authority" in the amount of $ (see Instructions to Bidders);

.2 Government of Canada Bearer Bonds in the amount of $ ; or,

.3 a Surety (Bid) Bond in the amount of $ .

.4 The undersigned Bidder agrees that, if this Bid is accepted within sixty (60) days from the closing date and the undersigned Bidder declines to enter into a contract in accordance with this Bid, then;

.1 if I / we have submitted a security deposit in the form of a certified cheque or Government of Canada Bearer Bonds it shall be forfeited; or

.2 if I / we have submitted a Surety (Bid) Bond, the surety shall be liable in accordance with the terms of the Bond.

7. The Acceptance letter shall be issued at the option of the Metropolitan Regional Housing Authority by;

.1 delivering a letter by hand to the Contractor at either: the address set out in the Bid Form document, the Head Office of the Contractor, or to any officer of the Contractor, in which case acceptance shall be deemed to be the day the letter is delivered.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

SECTION ONE - BID FORM

8. The undersigned Bidder declares that this Bid Form is made without connection with any other person or persons, submitting bids for the same work, and is in all respects fair and without collusion.

Contractor’s Full Business Address

Contractor’s Full Business Name Street Address

City, Province, Postal Code

Contractor’s Signature Business Telephone Number

Contractor’s Name Contractor’s E-mail Address

Signed, Sealed and Delivered on behalf of the Contractor this day of _______________ 2019, in the presence of

Witness’ Title

AFFIX SEAL

Witness’ Signature

Witness’ Name

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

INDEX

1. Definitions 2. Documents 3. Detail Drawings and Instructions 4. Copies Furnished 5. Shop Drawings 6. Drawings & Specifications of the Work 7. Ownership of Drawings & Models 8. Samples 9. Project Manager and Contractor 10. The Project Manager's Decisions 11. Foreman, Supervision 12. Materials, Appliances, Employees 13. Inspection of Work 14. Correction before Final Payment 15. Deductions for Uncorrected Work 16. Guarantee Warranty 17. Protection of Work and Property 18. Emergencies 19. Contractor's Liability Insurance 20. Fire Insurance 21. Contract Security 22. Cash Allowances 23. Changes in Work 24. Valuation of Changes 25. Claims against Contractor, Subcontractors

of Suppliers

26. Payments 27. Liens 28. Permits, Notices, Laws 29. Patent Fees 30. Use of Premises 31. Cleaning Up 32. Cutting, Patching and Digging 33. Delays 34. Assessments and Damages for Late

Completion 35. Metropolitan Regional Housing

Authority's Right to do Work 36. Owner's Right to Terminate Contract 37. Contractor's Right to Stop Work or

Terminate Contract 38. Mutual Responsibility of Contractors 39. Separate Contracts 40. Assignment 41. Subcontracts 42. Relations of Contractor and Sub-

Contractor 43. Taxes 44. Progress Estimates 45. Workers’ Compensation 46. Discounts and Rebates

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

1. Definitions

.1 The contract documents consist of the Agreement, the General Conditions of the Contract, the Specifications, Drawings and/or Sketches, including all modifications thereof plus any Addendums incorporated in the documents before their execution. These constitute the Contract when signed by the Metropolitan Regional Housing Authority and Contractor.

.2 The Metropolitan Regional Housing Authority, the Contractor and the Project Manager are those named as such in the Agreement.

.3 The term "Subcontractor" includes only a person, firm or corporation having a contract for the execution of a part or parts of the Work included in the general contract, and a person, firm, or corporation furnishing materials called for in the general contract and worked to a special design according to the plans and specifications, but does not include one who merely furnished material so worked.

.4 Instructions shall be deemed to have been duly given if issued in writing, at the option of the Metropolitan Regional Housing Authority, by either:

.1 forwarding by registered mail a letter to the Contractor, to the last business address known to the Metropolitan Regional Housing Authority, in which case instructions shall be deemed to have been duly given on the day this letter is deposited in the mail, or;

.2 delivering a letter by hand to the Contractor at either the address set out in the Bid Form, the Head Office of the Contractor, or to any officer of the Contractor, in which case acceptance shall be deemed to be the day the letter is delivered.

.5 The term "Work" of the Contractor or Subcontractor includes all labour and materials shown or described in the Contract Specifications or Drawings and/or Sketches plus any Addendums that may have been issued.

.6 The term "Other Contractors" means any person or firm or corporation employed by, or having a contract directly or indirectly with, the Metropolitan Regional Housing Authority otherwise than through the Contractor.

.7 National Building Code, National Research Council of Canada, shall apply unless otherwise indicated in the Drawings and/or Sketches or Project Specifications.

.8 Municipal by-laws shall apply where they supersede CMHC Technical Builder's Bulletin.

.9 The Contract is deemed to be "substantially performed":

.1 when the work or improvement is ready for use or is being used for the purpose intended; and,

.2 when the work to be done under the Contract is capable of completion or correction at a cost of not more than two and one-half percent (2.5%) of the Contract price.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

2. Documents

.1 The Contract documents are complementary, and what is called for by anyone shall be binding as if called for by all. The intention of the documents is to include all labour and materials reasonably necessary for the proper execution of the Work. It is not intended, however, that materials or work not covered by or properly inferable from any heading, section or trade in the Specifications shall be supplied unless distinctly so noted on the Drawings and/or Sketches. Descriptions of materials or work in words which so applied having well-known technical or trade meaning shall be held to refer to such recognized standards.

.2 Should the Specifications conflict with the Drawings and/or Sketches, the Specifications shall govern. In the case of discrepancies between Drawings, those of larger scale, or if the scales are the same, those of a later date shall govern. All Drawings and/or Sketches and Specifications shall be interpreted in conformity with the Agreement and those General Conditions of the Contract which shall govern.

3. Detail Drawings and Instructions

.1 The Project Manager shall furnish as necessary for the execution of the Work additional instructions, by means of drawings or otherwise. All such additional instructions shall be consistent with the Contract documents. The Work shall be executed in conformity therewith and the Contractor shall do no work without such additional instructions. In giving such additional instructions, the Project Manager shall have authority to make minor changes in the Work, not inconsistent with the Contract.

.2 The Contractor and the Project Manager, if either so requests, shall jointly prepare a schedule, subject to change from time to time in accordance with the progress of the Work, fixing the dates at which the various detail drawings will be required, and the Project Manager shall furnish them in accordance with the schedule. Under like conditions, a schedule shall be prepared, fixing the dates for the submission of shop drawings, for the beginning of manufacture and installation of materials and for the completion of the various parts of the work.

4. Copies Furnished

.1 In addition to the signed duplicates of the Contract documents, the Metropolitan Regional Housing Authority shall furnish to the Contractor, free of charge, eight (8) copies of all Drawings and/or Sketches and Specifications applicable to the Work.

5. Shop Drawings

.1 The Contractor shall furnish to the Project Manager, at proper times, all shop and setting drawings or diagrams which the Project Manager may deem necessary in order to make clear the work intended or to show its relation to adjacent work of other trades. The Contractor shall make any changes in such drawings or diagrams which the Project Manager may require consistent with the Contract, and shall submit two copies of the revised prints to the Project Manager, one of which shall be returned to the Contractor and the other retained by the Project Manager. When submitting such shop and setting drawings, the Contractor shall notify the Project Manager in writing of changes made therein from the Project Manager's drawings or specifications. The Project Manager's approval of such drawings, or of the revised drawings, shall not relieve the Contractor from responsibility for errors made by the Contractor therein or for changes made from the Project Manager's drawings or specifications not covered by the Contractor's written

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

notification to the Project Manager. All models and templates submitted shall conform to the spirit and intent of the Contract documents.

6. Drawings and Specifications of the Work

.1 The Contractor shall keep one copy of all Drawings and/or Sketches and Specifications of the Work, in good order, available to the Project Manager and to his/her representatives.

7. Ownership of Drawings and Models

.1 All Drawings and/or Sketches, Specifications and copies thereof and all models furnished by the Project Manager are his/her property. They are not to be used on other work and, with the exception of the signed Contract set of the Drawings and/or Sketches and Specifications, all furnished Drawings and/or Sketches and Specifications are to be returned to him/her upon request on the completion of the Work.

8. Samples

.1 The Contractor shall furnish for the Project Manager's approval such samples as he/she may reasonably require. The Work shall be in accordance with approved samples.

9. Project Manager and Contractor

.1 The Project Manager shall be responsible for administering the Contract, but the Contractor shall have complete control of the Work on site (subject to Paragraph 11 of Section One – General Conditions of the Contract).

10. The Project Manager's Decisions .1 The Project Manager shall decide on questions arising under the contract

documents, whether as to the performance of the Work or the interpretation of the Specifications and Drawings and/or Sketches, but should the Contractor hold such decisions to be at variances with the Contract documents, or to involve changes in work already built, fixed, ordered or in hand, to be in excess of the contract or to be given in error, he/she shall notify the Project Manager in writing before proceeding to carry them out.

11. Foreman, Supervision

.1 The Contractor shall keep on the Work, during its progress, a competent foreman and any necessary assistants, all satisfactory to the Project Manager. The foreman shall not be changed except with the consent of the Project Manager, unless the foreman proves to be unsatisfactory to the Contractor and ceases to be in his/her employ. The foreman shall represent the Contractor in his/her absence and directions on minor matters given to him shall be held to be given to the Contractor. Important directions shall be given in writing to the Contractor. The Contractor shall give efficient supervision to the Work, using his/her best skill and attention.

12. Materials, Appliances, Employees

.1 Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labour, water, tools, equipment, light and power necessary for the execution of work.

.2 Unless otherwise specified, all materials shall be new. Both workmanship and materials shall be of the quality specified.

.3 The Contractor shall not employ on the Work any unfit person or anyone not skilled in

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

the work assigned to him. 13. Inspection of Work

.1 The Metropolitan Regional Housing Authority or the Project Manager on his/her behalf and their representative shall at all times have access to the Work, wherever it is in preparation or progress, and the Contractor shall provide proper facilities for such access and for inspection.

.2 If the Specifications, the Project Manager's instructions, laws, ordinances or any public authorities require any work to be specially tested or approved, the Contractor shall give the Project Manager timely notice of its readiness for inspection, and if the inspection is by an authority other than the Project Manager, of the date and time fixed for such inspection. Inspections by the Project Manager shall be promptly made. If any work should be covered up without approval or consent of the Project Manager, it must, if required by the Project Manager, be uncovered for examination, and made good at the Contractor's expense.

.3 Re-examination of questioned work may be ordered by the Project Manager. If such works are found in accordance with the Contract, the Metropolitan Regional Housing Authority shall pay the cost of re-examination and replacement. If such works are found not in accordance with the Contract, through the fault of the Contractor, the Contractor shall pay such cost.

14. Correction Before Final Payment

.1 The Contractor shall promptly remove from the premises all material condemned by the Project Manager as failing to conform to the Contract whether incorporated in the Work or not, and the Contractor shall promptly replace and re-execute his/her own work in accordance with the Contract and without expense to the Metropolitan Regional Housing Authority and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement.

.2 If the Contractor does not remove such condemned materials or work within the time fixed by written notice, the Metropolitan Regional Housing Authority may remove and may store such materials at the expense of the Contractor. If the Contractor does not pay the expense of such removal within five days thereafter, the Metropolitan Regional Housing Authority may, upon ten (10) days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all costs and expenses incurred in the removal, storage and sale of the material and any other costs and expenses that should have been borne by the Contractor.

15. Deductions for Uncorrected Work

.1 If in the opinion of the Project Manager, it is not expedient to correct defective work or work not done in accordance with the Contract documents, the Metropolitan Regional Housing Authority may deduct from the Contract price the difference in value between the Work as done and that called for by the Contract, the amount of which shall be determined in the first instance by the Project Manager.

16. Guarantee Warranty

.1 Warranty coverage shall be provided by a guarantee warranty on all materials and workmanship for a period of one (1) year from the date of completion. Performance of the Contractor over the one (1) year period shall be guaranteed by the retention by the

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

Metropolitan Regional Housing Authority of one percent (1%) of the contract price, or $2,500 (two thousand, five hundred Canadian dollars), whichever amount is greater.

.2 The Contractor shall in addition to any specific warranty or guarantee called for, warrant and guarantee, for a period of one (1) year from the date of completion, all work performed and called for on the Drawings and/or Sketches and the Specifications, including any additional work approved and accepted as an extra to the Contract. The Contractor shall at his/her own expense, rectify any defects latent or patent that arise, as a result of poor, or improper, workmanship or defective materials, fixtures or apparatus during this one (1) year period. Performance of the Contractor over the one (1) year period shall be guaranteed, by the retention by the Metropolitan Regional Housing Authority of one percent (1%) of the contract price, or $2,500 (two thousand, five hundred Canadian dollars), whichever amount is the greater. Neither the final certificate nor payment thereunder, nor any provisions in the Contract shall relieve the Contractor from the responsibility for faulty materials or workmanship which shall appear during this one (1) year period.

.3 Cracks in plaster, drywall, masonry, stucco, and concrete which occur during the warranty period will be considered defects in workmanship and materials, and shall be rectified at the Contractor's expense including the expense of repainting necessary to complete the finished product. Where touch-up painting does not match existing paint, the entire surface shall be repainted.

.4 Neither the final certificate, nor payment under this contract, nor any provisions in the contract shall relieve the Contractor from responsibility for latent defects in materials or workmanship which appear after this one (1) year warranty period.

.5 In the event that the Contractor places in use certain apparatus, machinery or electrical equipment, prior to the completion date, it shall remain the Contractor's responsibility to maintain the guarantee period as stated above, regardless of the possibility that the manufacturers' guarantee may have expired previously.

.6 Notwithstanding the provisions of this article, if any statute in force in the Province of Nova Scotia creates a more extended liability for faulty materials or workmanship, the provisions of such statutes shall apply.

.7 For the purposes of this article, completion of the project shall be the latter of either the date of project handover, or the date of the certificate of substantial completion.

17. Protection of Work and Property

.1 The Contractor shall maintain continuously adequate protection of all his/her work from damage and shall protect the Metropolitan Regional Housing Authority's property from all injury arising in connection with this Contract. He/She shall make good any such damage or injury, except such as may be directly due to errors in the Contract documents. He/She shall adequately protect adjacent property as required by law and the Contract documents.

18. Emergencies

.1 The Project Manager has authority to stop the progress of the Work whenever, in his/her opinion, such stoppage may be necessary to ensure its proper execution. In an emergency affecting or threatening the safety of life, or of the structure, or of adjoining property, he/she has authority to make such changes and to order such work extra to the Contract or otherwise as may in his/her opinion be necessary.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

19. Contractor's Liability Insurance

.1 The Contractor shall maintain such insurance or pay such assessments as will protect him and the Metropolitan Regional Housing Authority from claims under Workers’ Compensation Acts. In addition, the Contractor shall maintain insurance to protect him and the Metropolitan Regional Housing Authority from any other claims for bodily injury or property damage. This insurance coverage shall be Comprehensive General Liability at least as broad as the Insurers Advisory Organization Form GL-2002, including a rider for products and completed operations coverage for one (1) year period following completion of all works. Endorsements must also be provided for Broad Form Property Damage, Cross Liability Clause and thirty (30) days’ notice of any cancellation by registered mail.

.2 The use of explosives must be covered by the policy, if blasting by explosives is required.

.3 The Contactor shall also maintain liability insurance for all owned and non-owned automobiles, either licensed for highway use or unlicensed.

.4 The limits of liability coverage shall be not less than $2,000,000 (two million Canadian dollars) inclusive for bodily injury or property damage per occurrence. Certificates of such insurance showing “HOUSING NOVA SCOTIA and METROPOLITAN REGIONAL

HOUSING AUTHORITY” as named insured shall be filed with the Metropolitan Regional Housing Authority and shall be subject to approval as to adequacy of protection. Such insurance shall be maintained until the Project Manager certifies that the Work is complete.

.5 The Contractor's liability policy shall be endorsed with an undertaking from the insurance company that such insurance shall not be cancelled or changed without twenty-one (21) days prior notice by registered mail to the Metropolitan Regional Housing Authority.

20. Fire Insurance

.1 The Contractor shall maintain and pay for fire insurance in the joint names of the Metropolitan Regional Housing Authority and the Contractor totalling not less than one hundred percent (100%) of the Contract Award Amount, so that any loss under such policies of insurance will be payable to the Metropolitan Regional Housing Authority and the Contractor as their respective interests appear, and he/she shall furnish a copy of such policy to the Metropolitan Regional Housing Authority. Should a fire loss be sustained, the Contractor shall act on behalf of the Metropolitan Regional Housing Authority and himself for the purpose of adjusting the amount of such loss with the insurance companies. As soon as such adjustment has been satisfactorily completed, the Contractor shall proceed to repair the damage and complete the Work and shall be entitled to receive from the Metropolitan Regional Housing Authority in addition to the total Contract price, the amount at which the Metropolitan Regional Housing Authority's interest has been appraised in the adjustment made with the insurance companies as referred to above, said amount to be paid to the Contractor as the work of restoration proceeds. Any loss or damage by fire which may occur shall not affect the rights and obligations of either party under the Contract documents except that in such event the Contractor shall be entitled to a reasonable extension of time for the performance of the Work. Upon completion of the Work or on occupancy by the Metropolitan Regional Housing Authority, whichever shall first occur, the Contractor's obligation (if any) to maintain the fire insurance shall cease, and the Metropolitan Regional Housing Authority

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

shall assume full responsibility for insuring the whole of the Work against loss or damage by fire. The date of such transfer of responsibility shall be the date on which the Metropolitan Regional Housing Authority is notified of the issue by the Project Manager of this Final Certificate, or the date the Metropolitan Regional Housing Authority occupies the premises, as the case may be.

21. Contract Security

.1 The successful Contactor must submit a Performance Bond and a Labour and Material Bond, each in the amount of fifty percent (50%) of the Contract, such Performance Bond and Labour and Material Bond are to be delivered to the Metropolitan Regional Housing Authority prior to signing of the Contract and shall be on the form enclosed as part of these documents, or to like effect.

.2 Where the contract amount is less than $1,000,000 (one million Canadian dollars), the Metropolitan Regional Housing Authority will accept a certified cheque, bank draft, or Government of Canada Bearer Bonds, in an amount of ten percent (10%) of the Contract price.

.3 If the successful Bidder elects to provide security other than the Performance, Labour and Material Bonds and has provided security in the form of Government of Canada Bearer Bonds, certified cheque, or bank draft, then said security must be fully paid for, assigned to the Metropolitan Regional Housing Authority and deposited with the Metropolitan Regional Housing Authority in trust. Contracts in excess of $1,000,000 (one million Canadian dollars) can only be secured by Performance, Labour and Material Bonds.

.4 If the Work is taken out of the Contractor's hands, or if the Contract is terminated pursuant to the General Conditions, or if the Contractor is in breach or in default under the Contract, the Metropolitan Regional Housing Authority may negotiate the security deposit, in the case of bonds, or Term Deposit Certificate, or convert the security deposit to its own use, in the case of negotiable security, and the amount realized by the Metropolitan Regional Housing Authority shall be deemed to be a debt payable by the Metropolitan Regional Housing Authority to the Contractor and the Metropolitan Regional Housing Authority shall have the right of set-off against the debt any sum or amount which the Contractor may be liable to pay to the Metropolitan Regional Housing Authority and the balance of the debt, if any, after the right of set-off has been exercised, and if such balance, in the opinion of the Project Manager, is not required for the purposes of the Contract shall be paid by the Metropolitan Regional Housing Authority to the Contractor.

.5 If the Contractor is not in breach of, or default under, the Contract at the time the Project Manager's Interim Certificate of Completion is issued by the Regional or Project Manager, the Metropolitan Regional Housing Authority will return the security deposit to the Contractor. Notwithstanding the above, the Metropolitan Regional Housing Authority, may, under circumstances where it is considered advantageous, release the security deposit to the Contractor prior to one hundred percent (100%) completion but in no event at less than ninety percent (90%) completion. Such a release at less than ninety-five percent (95%) completion of the project shall be submitted to the Metropolitan Regional Housing Authority and have approval.

22. Cash Allowances

.1 The Contractor shall include in the Contract sum all cash allowances mentioned in the

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

Specifications, which allowances shall be expended in whole or in part as the Project Manager shall direct, the amount of the Contract sum adjusted in conformity therewith. The Contract sum includes such sums for expenses and profit on account of such cash allowances as the Contractor requires. The Contractor shall not be required to employ for any such work, persons against whom he/she has a reasonable objection.

23. Changes in Work

.1 The Metropolitan Regional Housing Authority or the Project Manager, without invalidating the Contract, may make changes by altering, adding to, or deducting from the Work, the Contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original Contract except that any claim for extension or reduction of time caused thereby shall be adjusted at the time of ordering such change.

.2 Except as provided in Paragraph 18 of Section One – General Conditions of the Contract, no change shall be made unless it is made pursuant to a written order from the Project Manager, and no claim for an addition to or a deduction from the Contract sum shall be valid unless so order.

24. Valuation of Changes

.1 The valuation of any changes in the Work shall be determined in one or more of the following ways:

.1 by estimate and acceptance in a lump sum, submitted with Subcontractors’ and suppliers' signed quotations and breakdown of estimates for material and labour;

.2 for changes where the individual trade cost is anticipated to be less than $1000 (one thousand Canadian dollars), the requirement for the detailed cost breakdowns may be waived but the individual trade quotation must be supplied;

.3 by unit prices agreed upon or as listed in the Contract; or,

.4 cost of work and percentage or by cost and fixed fee.

.2 In cases of additional work to be paid for under method Paragraph 24.1.3 of Section One – General Conditions of the Contract, the Contractor shall keep and present in such form as the Project Manager may direct, a correct account of the net cost of labour and materials, together with vouchers. The Project Manager shall certify to the amount due to the Contractor including the profit and overhead as described in the Schedule. Pending final determination of value, payments on account of changes shall be made on the Project Manager's certificate.

.3 In determining methods Paragraph 24.1.1 or Paragraph 24.1.3 of Section One – General Conditions of the Contract, the labour costs shall be calculated by the actual estimated hours at an hourly rate calculated as follows:

.1 the hourly labour rate shall be the total payroll costs including hourly wage, statutory contributions to UIC, WCB and CPP and other applicable labour burdens paid directly by the employer such as vacation pay, holiday pay and pension plan;

.2 the Owner reserves the right to verify the payroll costs by independent audit; and,

.3 the following percentages shall apply to the total payroll costs:

.1 small tools/expenditures: five percent (5%) on payroll costs; and,

.2 site supervision: five percent (5%) on payroll costs.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

.4 In determining methods Paragraph 24.1.1 and Paragraph 24.1.3 of Section One – General Conditions of the Contract, the material costs shall be calculated as follows:

.1 Contractor’s net costs, including contractor discounts from suppliers, freight on board (FOB) to the project site, plus applicable taxes.

.5 In determining methods Paragraph 24.1.1 and Paragraph 24.1.3 of Section One – General Conditions of the Contract, equipment rental costs for major pieces of equipment required shall be at local industry rates.

.6 In determining methods Paragraph 24.1.1 and Paragraph 24.1.3 of Section One – General Conditions of the Contract, overhead and fees shall be calculated as follows:

.1 The cost of any authorized change shall be determined by the net total of labour and material or equipment as outlined in Paragraph 24.3.1, Paragraph 24.3.2 and Paragraph 24.3.3 of Section One – General Conditions of the Contract on which the percentage mark-up shall be determined as follows:

.1 For Each Change Up To $5,000 (Five Thousand Dollars): Subcontractors’ own work - Overhead & Fee: 15% (fifteen percent) total General Contractor’s own work - Overhead & Fee: 15% (fifteen percent) total General Contractor on Subcontractors work: 10% (ten percent) total (No percentage mark-up shall be applied to deductions)

.2 For Each Change Above $5,000 (Five Thousand Dollars): Subcontractors’ own work - Overhead & Fee: 10% (ten percent) total General Contractor’s own work - Overhead & Fee: 10% (ten percent) total General Contractor on Subcontractors work: 8% (eight percent) total (No percentage mark-up shall be applied to deductions)

25. Claims Against Contractor, Subcontractors or Suppliers

.1 The Contractor shall ensure that Subcontractors, suppliers, and all others supplying labour, materials or services to the project are promptly paid. Such payments shall be made at the time payment for the same are made to the Contractor by the Metropolitan Regional Housing Authority.

.2 Should the Metropolitan Regional Housing Authority be advised that a Subcontractor or supplier has not been paid for material, service, or labour provided to the project, the Metropolitan Regional Housing Authority may hold back, in addition to any other holdback stipulated in this Contract, sufficient monies as the Metropolitan Regional Housing Authority deems necessary to make such payments.

.3 This right to hold back additional monies shall apply where:

.1 Contractor, Subcontractors, or suppliers have been adjudged bankrupt;

.2 Contractor, Subcontractors, or suppliers have made a general assignment;

.3 Contractor, Subcontractors, or suppliers have had a receiver appointed;

.4 payment for work is in dispute; and,

.5 for any other reason, payment has not been made.

.4 It is the responsibility of the Contractor, his/her successor, trustee, receiver or assigns to settle all such claims and liens made on the Metropolitan Regional Housing Authority and the Metropolitan Regional Housing Authority shall hold all monies retained until advised by the claimants that the accounts have been settled. If claims are not settled by the Contractor or successors within a reasonable time, the Metropolitan Regional

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

Housing Authority may pay for labour, services and materials claimed, whether supported by liens or not, from any date to any date and to any amount which may be claimed, or the Metropolitan Regional Housing Authority may make application to the courts, to pay any amounts held for such claims into court for the court to determine who should be paid and in what amount. Any monies so paid by the Metropolitan Regional Housing Authority shall be deducted from any monies that may be due, or that thereafter may become due, to the Contractor or successor.

.5 Before final settlement is made for work executed and materials furnished under the Contract, the Contractor shall furnish evidence, satisfactory to the Metropolitan Regional Housing Authority, that the work and all its parts are free and clear from lawful claims or liens under any law, for labour, services, materials and otherwise. The Contractor must also furnish evidence that no claim exists, in respect to which a claim or lien upon the Work could or might attach. The Contractor shall indemnify and hold harmless the Metropolitan Regional Housing Authority and all his/her property from any kind of liens accruing from labour and services performed and materials supplied in or about the work.

26. Payments

.1 Cash payments equal to percentage stipulated in the agreement of the value of the work done, as valued by the Project Manager, will be made to the Contractor monthly, as the work progresses, on the written Certificate of the Project Manager that the Work, for or on account of which the certificate is granted, has been duly executed to his/her satisfaction, and stating the value of such work as computed by him/her, and insurance policies for the project are in force. The said certificate shall be a condition precedent to the right of the Contractor to be paid the said percentage, or any part thereof. No such monthly payment shall be construed to be an acceptance of any defective work or improper materials.

.2 Whenever the Work is performed completely, according to the Builders Lien Act and according to the plans and specifications and to the satisfaction of the Project Manager, the Project Manager shall make and certify the final estimate for the same. The Metropolitan Regional Housing Authority will then pay to the Contractor after sixty-five ( 65 ) days have expired from the execution of the said final certificate the remainder which shall be found to be due, excepting therefrom such sum or sums as may be lawfully deducted or retained under any of the provisions of the Contract. The written Certificate of the Project Manager certifying to the final completion of the said Work to his/her entire satisfaction shall be a condition precedent to the right of the Contractor to receive or to be paid the balance due, of any part thereof. The right is reserved by the Metropolitan Regional Housing Authority to reject the whole or any part of the Work, should the said certificate be found to be inconsistent with the terms of the Contract, or otherwise improperly given.

.3 The Project Manager's progress certificates, and the payment of progress estimates based upon the same, shall not be construed as an acceptance or approval of the Work but only as temporary advances to the Contractor; and he/she shall be bound, notwithstanding such progress estimates, to well and truly complete, finish and hand over in good condition, and to the entire satisfaction of the Project Manager, by the time specified and in accordance with the terms and conditions of the Specification, the whole of the Work included therein; and all the percentage retained by the Metropolitan Regional Housing Authority shall be retained until the said full and satisfactory

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

completion has been formally certified by the Project Manager. 27. Liens

.1 The Contractor shall be bound by the terms of the Builders Lien Act R.S., c. 277, s. 1; 2004, c. 14, s. 2.

28. Permits, Notices, Laws

.1 The Contractor shall obtain and pay for all necessary permits or licenses required for the execution of the Work (but this shall not include the obtaining of permanent easements).

.2 The Contractor shall give all necessary notices and pay 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 and safety and if the Specifications and Drawings are at variance therewith any resulting additional expense incurred by the Contractor shall constitute an addition to the Contract price.

29. Patent Fees

.1 The Contractor shall pay all royalties and license fees and shall save the Metropolitan Regional Housing Authority harmless from loss on account of suits or claims which may arise by reason of the work for infringement of patents.

30. Use of Premises

.1 The Contractor shall confine his/her apparatus, the storage of materials and the operations of his/her workmen to limits indicated by law, ordinances, permits or directions of the Project Manager and shall not unreasonably encumber the premises with his/her materials.

.2 The Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety.

.3 The Contractor shall enforce the Project Manager's instructions regarding signs, advertisements, fires and smoking.

31. Cleaning Up

.1 The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by the employees or work, and at the completion of the Work he/she shall remove all his/her rubbish from and about the building and all his/her tools, scaffolding and surplus materials, and shall leave his/her work "Broom Clean" or its equivalent, unless more exactly specified. In case of dispute the Metropolitan Regional Housing Authority may remove the rubbish and charge the cost to the Contractor as the Project Manager shall determine to be just.

32. Cutting, Patching And Digging

.1 The Contractor shall do all cutting, fitting or patching of work that may be required to make parts come together properly and fit to receive or be received by work of other contractors shown, or implied by, the Contract documents and make good, as the Project Manager may direct.

.2 Any cost caused by ill-timed work shall be borne by the party responsible therefore.

.3 The Contractor shall not endanger any existing work by cutting, digging or otherwise and shall not cut or alter the work of any other contactor save with the consent of the Project

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

Manager.

33. Delays

.1 If the Contractor should be delayed in the completion of Work by any act or neglect of the Metropolitan Regional Housing Authority or Project Manager or of any employee of either, or by any other contractor employed by the Metropolitan Regional Housing Authority or by changes ordered in Work, or by strikes, lockouts, fire, unusual delay by common carriers or unavoidable casualties or by any other cause or any kind beyond the Contractor's control or by any cause within the Contractor's control which the Project Manager shall decide as justifying delay, then the time of completion shall be extended for such reasonable time as the Project Manager may decide.

.2 No such extension shall be made for delay occurring more than seven days before claim therefore is made in writing to the Project Manager, provided, however, that in the case of a continuing cause of delay, only one claim shall be necessary.

.3 If no schedule is made under Paragraph 4 of Section One – General Conditions of the Contract, no claim for delay shall be allowed on account of failure to furnish Drawings until two (2) weeks after demand for such Drawings and not then unless such claim be reasonable.

.4 The Project Manager shall not, except by written notice to the Contractor, stop or delay any part of the main Contract work pending decision of proposed changes.

34. Assessments and Damages for Late Completion

.1 The Work of the Contract is completed on schedule provided the Contract is "substantially performed" on or before the date for completion under Article 2.3 in the Agreement attached for information purposes only as Appendix A to this Tender, or the latest revision to this date authorized by change order. Any period of time required for "substantial completion" in excess of the above noted latest date shall be considered a period of delay.

.2 During this period of delay, the Contractor shall be liable to the Metropolitan Regional Housing Authority for damages in an amount equal to the aggregate of:

.1 all salaries, charges, and travelling expenses of Metropolitan Regional Housing Authority staff and outside consultants overseeing the performance of the Work;

.2 the costs incurred by the Metropolitan Regional Housing Authority as a result of the inability to use the completed Work during the period of delay; and,

.3 all other expenses, including interest charges, and damages incurred or sustained by the Metropolitan Regional Housing Authority during the period of delay as a result of the Work not being completed.

.3 The Metropolitan Regional Housing Authority reserves the right to waive, in whole or in part, the amount payable by the Contractor under this article.

35. Metropolitan Regional Housing Authority's Right to do Work

.1 If the Contractor should neglect to prosecute the Work properly or fail to perform any provisions of this Contract, the Metropolitan Regional Housing Authority, after three (3) days' written notice to the Contractor, may without prejudice to any other remedy he/she may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

36. Owner's Right to Terminate Contract

.1 If the Contractor should be adjudged as bankrupt, or if he/she should make a general assignment for the benefit of his/her creditors, or if a receiver should be appointed on account of his/her insolvency or if he/she should, except in cases recited in Paragraph 33 of Section One – General Conditions of the Contract, refuse or fail to supply enough properly skilled workmen or proper materials after having received seven (7) days' notice in writing from the Project Manager to supply additional workmen or materials, or if he/she should fail to make prompt payment to subcontractors for material or labour, or persistently disregard laws, ordinances or the instructions of the Project Manager, or otherwise be guilty of a substantial violation of the provisions of the contract then the Metropolitan Regional Housing Authority may, without prejudice to any other right or remedy, by giving the Contractor written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method which may be deemed expedient, but without undue delay or expense. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the Work such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance the Contractor shall pay the difference to the Metropolitan Regional Housing Authority.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

37. Contractor's Right to Stop Work or Terminate Contract

.1 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 him, then the Contractor may, upon three (3) days' written notice to the Metropolitan Regional Housing Authority and the Project Manager, stop work or terminate this contract and recover from the Metropolitan Regional Housing Authority payment for all work executed and any loss sustained upon any plant or material with reasonable profit and damages.

38. Mutual Responsibility of Contractors

.1 Should the Contractor suffer damage by any act, neglect or default of any other contractor employed by the Metropolitan Regional Housing Authority upon the Work, the Metropolitan Regional Housing Authority shall be responsible therefore but shall be subrogated to the rights of the damaged Contractor against the contractor causing the damages. The Contractor shall make his/her claim in writing against the Metropolitan Regional Housing Authority within forty-eight (48) hours after the happening of the event causing such damage to the Contractor.

.2 Should the Contactor cause damage to any other contractor on the Work, the Contactor agrees, upon due notice, to settle with such other contractor by agreement if he/she will so settle. If such other contractor sues the Metropolitan Regional Housing Authority on account of any damage alleged to have been so sustained, the Metropolitan Regional Housing Authority shall notify the Contractor, who shall defend such proceedings at his/her own expense and if any judgement against the Metropolitan Regional Housing Authority arises therefrom, the Contractor shall be responsible and shall pay such judgement promptly together with all costs incurred by the Metropolitan Regional Housing Authority.

39. Separate Contracts

.1 The Metropolitan Regional Housing Authority reserves the right to let other contracts in connection with the undertaking of which the Work is a part and the Contractor shall connect properly and co-ordinate his/her work with that of other contractors. If any part of the Contractor's work depends for its proper execution or result upon the work of another contractor, the Contractor shall report promptly to the Project Manager any defects in the Work of such other contractor as may interfere with the proper execution of the Contractor's work. Should the Contractor fail so to inspect and report, he/she shall have no claim against the Metropolitan Regional Housing Authority by reason of the defective or unfinished work of any other contractor except as to latent defects not reasonably noticeable at the time of the commencement of the Contractor's work.

40. Assignment

.1 The Contractor shall not assign the Contract or assign any monies due to accruing under the Contract under any circumstances.

41. Subcontracts

.1 The Contractor must use the Subcontractors listed in the Bid Form. If the change of any names on this list is considered necessary by the Contractor, this request, giving reasons for the change, shall be submitted in writing to the Project Manager and the proposed change will be official after written approval by the Project Manager. If additional Subcontractors are required for the principal parts of the Work, the Contractor shall notify the Project Manager in writing of the names of the Subcontractors proposed

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

and shall not employ any to whom the Project Manager may reasonably object.

.2 If the change of any names on such list is required by the Project Manager, and the Work has to be awarded to a higher bidder, the Contract Price shall be increased by the difference between the two bids.

.3 The Project Manager shall on request furnish to any Subcontractor wherever practicable, evidence of the amounts certified to on his/her account.

42. Relations of Contractor and Subcontractor

.1 The Contractor agrees to bind every Subcontractor by the terms of the General Conditions, Drawings and Specifications as far as applicable to his/her work.

43. Taxes

.1 Harmonized Sales Tax

.1 The Contractor shall not include in the Bid Form Amount Harmonized Sales Tax (HST), but shall pay HST on all materials and services on which the tax is charged. The Contractor shall show the amount of the HST to be paid on the Bulk Sum Price separately.

44. Progress Estimates

.1 Progress claims submitted for payment must be broken down in accordance with the Metropolitan Regional Housing Authority’s standard progress claim form.

.2 Claims for material on site but not installed, must be supported by suppliers’ invoices showing their unit prices, including provincial and municipal taxes. The amount for HST shall also be included separately. When material has been taken from Contractors’ or Subcontractors’ general stock on hand, they shall supply invoices priced at current trade prices without Contractors’ or Subcontractors’ profit.

45. Workers’ Compensation

.1 The Contractor shall carry Workers’ Compensation coverage on all employees engaged under this contract. The Contactor shall supply the Metropolitan Regional Housing Authority with a letter of Good Standing from the Workers’ Compensation Board and their Revenue Canada Business Number prior to the Work commencing.

…continued on the following page

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

46. Discounts from Manufacturers / Principal

.1 Suppliers and contractors are expected to pass on discounts or rebates obtained from their principals or manufacturers to Metropolitan Regional Housing Authority while submitting their bids. Examples of such discounts or rebates could come from Efficiency Nova Scotia, manufacturers of goods and equipment, service providers, etc.

.2 Invoice shall identify if rebate was already or not passed onto the contractor. It can be a collective invoice for all items such as multiple pumps, but all items need to be identified separately.

.3 ID Information of each item shall be included on the invoice record: brand and model number, design designation label.

.4 Contractor Equipment Invoice Provisions with Respect to Efficiency Nova Scotia Rebates. Please see Appendix B attachment.

The following provisions apply to products or services which may be eligible for

rebates/incentives through various programs including those offered by Efficiency Nova

Scotia. Eligible products and services may include, but are not limited to:

• Heating equipment (e.g. heat pumps);

• Lighting equipment and technologies;

• High efficiency circulator pumps;

• Insulation (e.g. exterior rigid, attic etc.);

• Windows and doors;

• Heat Recovery Ventilation (HRV);

• Energy Recovery Ventilator (ERV), and

• Air-sealing.

Provision 1: Supplier to Contractor Invoice

The Contractor shall provide a copy of supplier invoices for the following products:

• High-efficiency circulator pumps (i.e. pumps containing

permanent magnet motors and VFD technologies), and

• Lighting equipment (i.e. bulbs and fixtures).

All eligible product(s) shall be identified on the invoice c/w description

(model/make), quantity, and design designation label. The location in

which the product will be installed shall be identified by the Contractor.

Metropolitan Regional Housing Authority

MET19-129 Site Improvements - Dartmouth

SECTION ONE - GENERAL CONDITIONS OF THE CONTRACT

Provision 2: Quotations/Estimates

At the request of the RHA and/or HNS, the Contractor shall provide

quotations/estimates that show the installed price of all eligible

product(s) and services prior to commencing any work. All eligible

product(s) shall be identified in the quotation/estimate with the following

information:

• Quantity of product(s);

• Manufacturer;

• Model number;

• Material cost per unit;

• Labour as a separate line item, and

• Applicable taxes.

Provision 3: Contractor to Housing Authority Invoice

At the request of the RHA and/or HNS, the Contractor shall provide an

invoice that shows the installed price of all eligible product(s) and

services. All eligible product(s) shall be identified in the invoice with the

details listed under Provision 2.

The Housing Authority and/or Housing Nova Scotia reserve the right to

request invoicing with detailed material and labour breakdown.

Breakdowns may be required by building, or by residential unit.

-END OF GENERAL CONDITIONS-

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

ASBESTOS DISCLOSURE MATERIALS LETTER: JANUARY 2014

January 2014 To Whom It May Concern,

This is to advise that certain building materials used in the construction of apartment

buildings, office buildings and homes between the years 1946-1986 may contain asbestos

fibres. Asbestos may typically be found in drywall filler, texture coats (stucco), floor tiles, tile

adhesive, gaskets, hard board, plaster, ceiling tiles, caulking and seamless flooring. Asbestos

can be a hazard if the fibres in the building material are released or separated from the

material or become air borne. In order for asbestos fibres to be released from this material, it

must be sanded or crumbled into small pieces.

Asbestos is not otherwise poisonous, and it does not off-gas any toxic chemicals. Under

normal conditions of day-to-day usage, these materials do not pose a risk to occupants, as they

are not releasing dust.

As many of the Metropolitan Regional Housing Authority (MRHA) buildings were constructed

prior to 1986, we are advising that asbestos may be present in the building materials. When

properly managed these materials are not a cause for concern.

Typically, if asbestos is found in MRHA buildings it is in the drywall filler (the material used to

cover the seams where two (2) pieces of gyproc meet or the corners of a room or where the

ceiling and walls meet), stucco or plaster. Gyproc itself does not contain asbestos.

The following responsibilities fall upon any contractor whose work may results in the disturbance

of any asbestos-containing or contaminated materials or surfaces:

1. Before commencing work, ensure all contractors employees and supervisory staff have

been informed as to the presence and approximate location of all asbestos-containing

materials that may become subject to disturbance (whether intentional or not);

2. Only workers trained and authorized in Type 1, 2, or 3 asbestos work procedures are

assigned to work involving exposure to material containing asbestos;

3. File with the Metropolitan Regional Housing Authority a signed and executed copy of

a Contractor's Notification & Acknowledgement form as provided at the end of this

document;

4. Perform work in such a manner as to avoid the disturbance of any asbestos-containing

or contaminated surfaces or materials other than those materials intentionally contracted

to remove, repair, encapsulate or enclose;

5. Upon discovery of any unidentified asbestos-containing or suspect asbestos-containing

materials, secure the area, suspend all activities that may disturb such materials and do

not proceed with work in the area until it has been determined if the material in question

contains asbestos and written authorization to proceed is obtained from the

Metropolitan Regional Housing Authority;

6. Prior to proceeding with any asbestos disturbance for Type 2 and Type 3 work (i.e.

removal, clean-up or repair) ensure a signed and duly executed Asbestos Work Permit is

obtained from the Metropolitan Regional Housing Authority;

7. Ensure all work that may disturb any asbestos-containing or contaminated surfaces is

completed in accordance with current regulatory requirements; and,

8. As required, provide the Metropolitan Regional Housing Authority with a copy of all

executed Asbestos Waste Transportation Manifests, verifying the safe and proper

disposal of asbestos waste generated.

MRHA Concrete Walks, Curbs and Gutters Section 03 30 53

Site Improvements - Dartmouth Page 1 of 4

MET19-129 Revised June 2018

Part 1 – General

1.1 Reference

.1 American Society for Testing Materials International (ATSM)

.1 ATSM C117-[04]. Test Method for Materials Finer that 75µm (No. 200) Sieve in

Mineral Aggregates by Washing

.2 ATSM C136-[05]. Method for Sieve Analysis of Fine and Course Aggregates.

.3 ATSM D698-[00ae1]. Test Method for Laboratory Compaction Characteristics of Soil

Using Standard Effort (600 kN-m/m3).

.2 Canadian General Standards Board (CGSB)

.1 CAN/CGSB-8.1-[88], Sieves Testing, Woven Wire, Inch Series.

.2 CAN/CGSB-8.2-[M88]. Sieves Testing, Woven Wire, Metric

.3 Canadians Standards Association (CSA International)

.1 CSA-A23.1-[04]/A23.2[04], Concrete Materials and Methods of Concrete

Construction/Methods of Test and Standard Practices for Concrete

Part 2 – PRODUCTS

2.1 Materials

.1 Concrete mixes and materials: in accordance with Section - Cast in Place Concrete.

.2 Concrete reinforcement: Welded wire mesh w10 x w10 with cross bars 150mm x 150mm on

center in each direction.

.3 Joint filler in accordance with Section -Cast in Place Concrete

.4 Granular base: material Section - Aggregate Materials and the following requirements:

.1 NSTIR Type I or Type II Gravels.

.2 Crushed stone or gravel

.3 Gradations: within limits specified when tested to ASTM C136, ATSM C117, and

Sieve sizes to CAN/CGSB-8.1

.5 Non-staining mineral type form release agent: chemically active release agents containing

compounds that react with free lime to provide water-soluble soap.

MRHA Concrete Walks, Curbs and Gutters Section 03 30 53

Site Improvements - Dartmouth Page 2 of 4

MET19-129 Revised June 2018

.6 Fill material to Section - Aggregate materials and the following requirements:

.1 NSTIR Type I or Type II Gravels

.2 Crushed stone or gravel

.3 Gradations: within limits specified when tested to ASTM C136, ASTM C117, and

Sieve sizes to CAN/CGSB-8.1

Part 3 – Execution

3.1 Grade Preparation

.1 Do grade preparation in accordance with Section - Excavating, Trenching, and Backfilling.

.2 Construct embankments using excavated material free from organic matter or other

objectionable materials.

.1 Dispose of surplus and unsuitable excavated material off site.

.3 When constructive embankment provide a minimum 0.5m shoulders, where applicable,

outside the neat lines of concrete.

.4 Place fill in maximum 150mm layers and compact to at least 95% of maximum dry density to

ASTM D698

3.2 Granular Base

.1 Obtain Departmental Representative’s approval of subgrade before placing granular base.

.2 Place granular base material to lines, widths, and depths as indicated.

.3 Compact granular base in maximum 150mm layers of at least 95% of maximum density to

ASTM D698.

3.3 Concrete

.1 Obtain Departmental Representative’s approval of granular base and reinforcing steel prior

to placing concrete.

.2 Do concrete work in accordance with Section - Cast in Place Concrete.

.3 Immediately after floating, give sidewalk surface uniform broom finish to produce regular

corrugations not exceeding 2mm deep, by drawing broom in direction normal to centre line.

MRHA Concrete Walks, Curbs and Gutters Section 03 30 53

Site Improvements - Dartmouth Page 3 of 4

MET19-129 Revised June 2018

.4 Provide edging as indicated.

.5 Slip-form pavers equipped with string line system for line and grade control may be used if

quality of work acceptable to Departmental Representative can be demonstrated. Hand

finish surfaces when directed by Departmental Representative.

3.4 Tolerances

.1 Finish surfaces to within 3mm in 3m as measured with 3m straightedge placed on surface.

3.5 Expansion and Contraction Joints

.1 Install expansion joints as indicated.

.2 Install tooled transverse contraction joints after floating, when concrete is stiff, but still

plastic, as indicated.

.3 When sidewalk is adjacent to curb, make joints of curb, gutters, and sidewalk coincide.

3.6 Isolation Joints

.1 Install isolation joints around manholes and catch basins and along length adjacent to

concrete curbs, catch basins, buildings, or permanent structure.

.2 Install joint filler in isolations joints as indicated.

.3 Seal isolation joint with sealant approved by Departmental Representative.

3.7 Curing

.1 Cure concrete by adding moisture continuously in accordance with CSA-A23.1/A23.2 to

expose finished surfaces for at least 1 day after placing, or sealing moisture in by curing

compound as directed by Departmental Representative.

.2 Where burlap is used for moist curing, place two prewetted layers on concrete surface and

keep continuously wet during curing period.

.3 Apply curing compound evenly to form continuous fil, in accordance with manufacturer’s

requirements.

3.8 Backfill

.1 Allow concrete to cure for 7 days prior to backfilling

.2 Backfill to designated elevations with material as directed by Departmental Representative

MRHA Concrete Walks, Curbs and Gutters Section 03 30 53

Site Improvements - Dartmouth Page 4 of 4

MET19-129 Revised June 2018

.1 Compact and shape to required contours as indicated

3.9 Cleaning

.1 On completion and verification of performance installation, remove surplus materials,

excess materials, rubbish, tools, and equipment.

.2 When sidewalk is adjacent to curb, make joints of curb, gutters, and sidewalk coincide.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 1 of 8

MET19-129 Revised June 2018

Part 1 – General

1.1 Related Sections

.1 Concrete Formwork Section

.2 Concrete Reinforcement Section

1.2 Measurement Procedures

.1 Measure cast in place concrete in cubic metres calculated from neat dimensions as

indicated

.1 Concrete played beyond dimensions will not be measured.

.2 Supply and installation of anchor bolts, nuts, and washers and bolt grouting will not be

measured but considered incidental work.

.3 Measure, supply, and installation of waterstops in linear metres installed.

1.3 Reference

.1 American Society for Testing and Materials International (ATSM)

.1 ASTM C260 – [06], Standard Specification for Air-Entraining Admixtures for Concrete

.2 ATSM C309 – [07], Standard Specification for Liquid Membrane-Forming

Compounds for Curing Concrete

.3 ASTM C330 – [17], Standard Specifications for Lightweight Aggregates for Structural

Concrete

.4 ASTM C494/C494M – [08a]. Standard Specifications for Chemical Admixtures for

Concrete

.5 ASTM C939 – [16a], Test Methods for Flow Grout for Preplaced-Aggregate Concrete

.6 ASTM C1017/C1017M – [07], Standard Specification for Chemical Admixtures for

Use in Producing Flowing Concrete

.7 ASTM D412 – [06ae1], Standard Test Methods for Vulcanized Rubber and

Thermoplastic Elastomers-Tension

.8 ASTM D624 – [00(2007)] Standard Test Method for Teat Strength of Conventional

Vulcanized Rubber and Thermoplastic Elastomer.

.9 ASTM D1653 – [13], Test Methods for Water Vapour Transmission of Organic

Coating Films.

.10 ASTM D1751 – [04], Standard Specification for Preformed Expansion Joint Filler for

Concrete Paving and Structural construction (Nonextruding and Resilient Bituminous

Types)

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 2 of 8

MET19-129 Revised June 2018

.11 ATSM D172 – [04a]. Standard Specification for Preformed Sponge Rubber Cork and

Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural

Construction.

.2 Canadian General Standards Board (CGSB)

.1 CAN/CGSB – 37.2 – [MM8], Emulsified Asphalt, Mineral Colloid-Type, Unfilled, for

Dampproofing and Waterproofing and for Rain Coating

.2 CAN/CGSB – 51.34 – [M86(R1988)], Vapour Barrier, Polyethylene Sheet for Use in

Building Construction

.3 Canadian Standards Association (CSA International)

.1 CAN/CSA-A5, Portland cement

.2 CAN/CSA-A23.1 - [2004], Concrete Materials and Methods of Concrete Construction

.3 CAN/CSA-A23.1 - [2004], Methods of Test for Concrete

.4 CSA A283 – [06], Qualification Code for Concrete Testing Laboratories

.5 CSA A363 – [2003], Cementitious Hydraulic Slag

.6 CAN/CSA-A3000 – [13], Cementitious Materials Compendium (consists of A3001,

A3002, A3003, A3004, and A3005).

1.4 Submittals

.1 Provide certification that mix proportion selected will provide concrete of quality, yield, and

strength as specified in concrete mixes, and that will comply with CAN/CSA-A23.1.

.2 Provide certification that plant, equipment, and materials to be used in concrete comply

with requirements of CAN/CSA-A23.1. Ready-mix plant must be a member of Atlantic

Provinces Ready Mixed Concrete Association and must hold a current “Certificate of Ready

Mixed Production Facilities” as issued by the Association.

Part 2 – Products

2.1 Materials

.1 Portland cement with fly ash replacement to CAN/CSA-A5.

.2 Supplementary cementing materials to CAN/CSA-A3001.

.3 Cementitious hydraulic slag: to CAN/CSA-A363.

.4 Water to CAN/CSA-A23.1.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 3 of 8

MET19-129 Revised June 2018

.5 Aggregates to CAN/CSA-A23.1/A23.2. Coarse aggregates to be normal density.

.6 Air entertaining admixtures: to ASTM C260.

.7 Chemical admixtures: to ASTM C494. Consultant to approve accelerating or set retarding

admixtures during cold and hot weather placing.

.8 Concrete retarders: to ATSM C494 low VOC, solvent free. Do not allow moisture of any kind

to come in contact with the retarder film.

.9 Shrinkage compensating grout: premixed compound consisting of aggregate cement, water

reducing and plasticizing agents: to CSA A23.1/A23.2. Compressive strength: 8000 psi at 28

days.

.10 Ribbed waterstops: extruded PVC Arctic Grade with shop welded corner and intersecting

pieces:

.1 Tensile strength: to ASTM D412, method A, Die “C”, minimum 1600 psi.

.2 Elongation: to ASTM D412, method A, Die “C”, minimum 275%

.3 Tear resistance: To ASTM D642, method A, Die “B”, minimum 3000 plf.

.11 Permoulded joint fitters

.1 Bituminous impregnated fiber board: to ATSM D1751

.12 Weep hole tubes: plastic

.13 Dampproof membrane:

.1 10mil polyethylene film to CAN/CGSB – 51.34

.14 Dampproofing:

.1 Emulsified asphalt, mineral colloid type, unfilled: to CAN/CGSB-37.2

2.2 Concrete Mixes

.1 Proportion normal density concrete in accordance with CAN/CSA -A.23.1. Alternative 1 to

give the following properties for all concrete:

.1 Type GU Portland Cement

.2 Minimum compressive strength at 28 days: Refer to structural drawings.

.3 Normal size of coarse aggregate: ¾ inch.

.4 Slump at time and point of discharge: as per structural drawings.

.5 Air content: as per Table 4 of CSA Standards A23.1

.6 Chemical admixtures: in accordance with CAN3 – A266.4

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 4 of 8

MET19-129 Revised June 2018

.7 Replace 20% of cement by mass with flyash in accordance with CAN/CSA-A3001

.8 Class of exposure shall be to Table 1 of CAN/CSA A23.1

.9 Concrete Mix design to meet requirements of Table 2 in CAN/CSA A23.1 for all

appropriate class of exposure

.10 All concrete to meet requirements of Tables 1 through 4 of CSA A23.1

Part 3 – Execution

3.1 Preparation

.1 Obtain Departmental Representative’s approval before placing concrete. Provide 24 hours

notice prior to placing of concrete.

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

.3 Ensure reinforcement and inserts are not disturbed during concrete placement.

.4 Prior to placing of concrete obtain Departmental Representatives approval 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 In locations where new concrete is dowelled into existing work, drill holes in existing

concrete. Place dowels of deformed steel reinforcing bars and pack solidly with epoxy grout

to anchor and hold dowels in positions as indicated.

.7 Do not place load upon new concrete until authorized by Departmental Representative.

3.2 Construction

.1 Do cast-in-place concrete work in accordance with CSA-A23.1/A23.2

.2 Sleeves and inserts:

.1 Do no permit penetrations, sleeves, ducts, pipes or other openings to pass through

joists, means, column capitals or columns, except where indicated or approved by

Departmental Representative

.2 Where approved by Departmental Representative, set sleeves, ties, pipe hangers and

other inserts and opening as indicated or specified elsewhere.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 5 of 8

MET19-129 Revised June 2018

.3 Sleeved and openings greater than 100 x 100 mm not indicated, must be reviewed by

Departmental Representative.

.4 Do not eliminate or displace reinforcement to accommodate hardware. If inserts cannot

be located as specified obtain approval of modifications from Departmental

Representative before placing concrete.

.5 Check locations and sizes of sleeves and openings shown on drawings.

.6 Set special inserts for strength testing as indicated and as required by non-destructive

method of testing concrete.

.3 Anchor bolts:

.1 Set anchor bolts to templates under supervision of appropriate trade prior to placing

concrete.

.2 With approval of Departmental Representative, grout anchor bolts in preformed holes

or holes drilled after concrete has set.

.3 Protect anchor holt holes from water accumulations, snow and ice build-ups.

.4 Set bolts and fill holes with epoxy grout.

.5 Locate anchor bolts used in connection with expansion shoes, rollers, and rockers with

due regard to ambient temperature at time of erection.

.4 Drainage holes and weep holes:

.1 Form weep holes and drainage holes in accordance with Section XX Concrete Forming.

If wood forms are used, remove them after concrete has set.

.2 Install weep hole tubes and drain as indicated.

.5 Grout under base plates and machinery using procedures in accordance with manufacturer’s

recommendations which result in 100% contact over grouted area.

.6 Finishing:

.1 Finish concrete in accordance with CAN/CSA A23.1/A23.2

.2 Use curing compounds compatible with applied finish on concrete surfaces. Provide

written documentation that compounds are compatible.

.3 Finish concrete floor surfaces with a non-slip broom finish, immediately after troweling.

.4 Provide screed finish unless otherwise indicated.

.7 Rub exposed sharp edges of concrete with carborundum to produce 1/8 inch radius edges

unless otherwise indicated.

.8 Toppings:

.1 In pouring base course, make allowances for bonded overlay topping thickness.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 6 of 8

MET19-129 Revised June 2018

.2 Place bonded topping over hardener base course in accordance with CAN/CSA-A23.1

and topping manufacturer’s recommendations.

.3 Follow instructions by Departmental Representative in case conflicting requirements

arise between CAN/CSA-A23.1 and manufacturer’s recommendations.

.4 Ensure that joints in topping are the same as those in the base course. Also ensure that

their locations precisely match those in base course. Provide dividers, edge strips and

reinforcing mesh as indicated.

.9 Waterstop:

.1 Install waterstops to provide continuous water seal. Do not distort or pierce waterstop

in such a way as to hamper performance. Do not displace reinforcement when installing

waterstops. Use equipment to manufacturer’s requirements to field splice waterstops.

Tie waterstops rigidly in place.

.2 Use only straight heat sealed butt joints in field. Use factory welded corners and

intersections unless otherwise approved by Departmental Representative.

.10 Joints:

.1 Construction joints – Walls and Structural Slabs:

.1 In general, incorporate either horizontal or vertical construction joins, in

accordance with CAN/CSA-A23.1

.2 Immediately before next pour, clean construction join and brush with grout of

neat cement.

.3 Run reinforcement through construction joints

.4 Construction joints to be keyed.

.2 Construction Joints – Slabs on Grade:

.1 In general, incorporate construction joints, in accordance with CAN/CSA-A23.1

.2 Immediately before next pour, clean construction joint and brush with grout of

neat cement.

.3 Do not continue reinforcing through Construction Joint. At slab mid-depth,

provide ½ inch diameter plain dowels, greased one side, at 24 inches c.c.

.4 Construction joints are to be keyed.

.3 Slab on Grade Isolation joints:

.1 Do not install isolation joints in structural slabs.

.2 Isolation joints around all columns to form a square or round panel. Square

isolation joints shall be orientated so all corners of the square align with slab

control joints.

.4 Slab on Grade Control Joints/Saw cuts:

.1 Discontinue reinforcing at saw cut location by stopping reinforcing 3 inches

from each side of the saw cut location.

.2 Saw 1/8 inch ide control joints into surface of concrete, ¼ the depth of slabs.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 7 of 8

MET19-129 Revised June 2018

.3 Locate control joints in slab on grade at 26 feet max spacing in each direction. If

drawings note lesser spacing, the drawing will govern.

.4 Align control joints with columns when possible. Provide control joints in two

directions at all inside corners.

.5 Timing of cutting control joints is crucial. Cut joints as soon as possible after

casting slab. Timing of cutting control joints after casting of slab will vary as

weather conditions, concrete mixes, etc. change.

.6 Within four weeks of cutting joints, fill them with epoxy joint sealer. Completely

clean side joint surfaces of dirt, oil, grease, and similar contaminants. Mask floor

surfaces at joints while pouring. Prime side joint surfaces with compatible

primer as required for sealer type if surfaces are not completely dry.

.7 At floors over which finish flooring will be installed, fill joint solidly with latex

cement and trowel smooth.

.11 Joint Fillers:

.1 Furnish filler for each joint in single piece for depth and width required for joint, unless

otherwise authorized by Departmental Representative.

.2 When more than one piece is required for join, fasten abutting ends and hold securely

to shape by stapling or other positive fastening.

.3 Locate and form in isolation, construction and expansion joints as indicated.

.4 Install joint filler.

.12 Dampproof Membrane

.1 Install dampproof membrane under concrete slabs-on-grade inside building.

.2 Lap dampproof membrane minimum 150mm at joints and seal

.3 Seal punctures in dampproof membrane before placing concrete.

.4 Use patching material at least 150mm larger than puncture and seal.

3.3 Surface Tolerances

.1 Concrete tolerance in accordance with CAN/CSA-A23.1 straight edge method. Unless

otherwise required in the design, ensure minimum level of finished concrete floors are

within 3/16 inch of established elevations in an 20 foot square area, and is sufficiently even

to contact a 10 foot long straightedge with a tolerance of 3/16 inch.

3.4 Field Quality Control

.1 Inspection and testing of concrete materials will be carried out by a Testing Laboratory

designated by Owner in accordance with CAN/CSA-A23.1.

.2 Owner will pay for cost of testing.

MRHA Cast-in-Place Concrete Section 03 30 00

Site Improvements - Dartmouth Page 8 of 8

MET19-129 Revised June 2018

.3 Testing Laboratory will take additional test cylinders during cold weather concreting. Cure

cylinders on job site under same conditions as concrete which they represent.

.4 Non-destructive Methods for Testing concrete shall be in accordance with CAN/CSA-A23.2.

.5 Inspection or testing will not actually augment or replace Contractor quality control nor

relieve him of his contractual responsibility.

MRHA Concrete Formwork Section 03 11 00 Site Improvements - Dartmouth Page 1 of 2

MET19-129 Revised May 2018

PART 1 - GENERAL 1.1 Related Work .1 Cast-In-Place Concrete: Section 03 30 00 1.2 References .1 Do concrete formwork in accordance CAN3-A23.1-M04 except where

specified otherwise. PART 2 - PRODUCTS 2.1 Materials .1 Formwork Lumber: Plywood and wood formwork materials to CAN3-

A23.1-M04.

.2 Formwork Tolerances: To CAN3-A23.1-M04, CSA S269.3 and CSA S269.1

.3 Form Ties: Removable or snap off metal ties, fixed or adjustable length,

free of devices leaving holes larger than 1" diameter in concrete surface.

.4 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. Form release agents much be compatible with waterproofing systems where applicable. Agents to be non-toxic, biodegradable, and have zero or low VOCs.

PART 3 - EXECUTION 3.1 Erection .1 Verify lines, levels, and column centres before proceeding with formwork,

and ensure dimensions agree with drawings.

.2 Construct forms to produce finished concrete conforming to shape, dimensions, locations, and levels indicated within tolerances required by CSA-A23.1.

.3 Earth forms not permitted. .4 Align form joints and make watertight. Keep form joints to minimum.

.5 Form chases, slots, openings, drops, recesses, expansion and control

joints as indicated.

.6 Leave formwork in place for the following minimum periods of time after placing concrete. .1 5 days for walls. .2 7 days for columns. .3 3 days for footings.

MRHA Concrete Formwork Section 03 11 00 Site Improvements - Dartmouth Page 2 of 2

MET19-129 Revised May 2018

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

3.2 Placement- Driveways & Walkways

.1 All concrete shall be minimum of 4” thick, air-entrained, with towelled edges and broom finish.

.2 Walkways shall have an expansion joint every 20’-0” and saw cut every 5’-0”

.3 Drive way shall have a 5000psi concrete mix, complete with wire mesh 6x6x6/6 and saw cut in to 4 equal sections.

.4 All concrete shall be poured and finished to current standards.

.5 All surfaces are to be cleaned of all dirt, dust, grease & apply two coats of concrete surface sealer as per manufactures recommendation.

** END OF SECTION **

MET19-129 Site Improvements – Dartmouth

Issued 2018/10/24 Section 32 31 13 – Chain Link Fences and Gates Page 1 of 4

PART 1 GENERAL

1.1 RELATED SECTIONS

.1 Section 01 33 00 - Submittal Procedures.

.2 Section 03 30 00 - Cast-in-Place Concrete.

.3 Section 09 91 13 - Exterior Painting.

1.2 REFERENCES

.1 American Society for Testing and Materials (ASTM).

.1 ASTM A53/A53M, Standard Specification for Pipe, Steel, Black and Hot-

dipped, Zinc-Coated Welded and Seamless.

.2 ASTM A90/A90M, Standard Test Method for Weight Mass of Coating on Iron

and Steel Articles with Zinc or Zinc-Alloy Coatings.

.3 ASTM A116, Standard Specification for Metallic-Coated, Steel-Woven Wire

Fence Fabric.

.4 ASTM A121, Standard Specification for Zinc-Coated (Galvanized) Steel

Barbed Wire.

.5 ASTM A123/A123M, Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel.

.6 ASTM A641/A641M, Standard Specification for Zinc-coated (Galvanized)

Carbon Steel Wire.

.7 A653/A653M, Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvanized) by the Hot-Dip Process.

.2 Canadian General Standards Board (CGSB).

.1 CAN/CGSB-138.1, Fabric for Chain Link Fence.

.2 CAN/CGSB-138.2, Steel Framework for Chain Link Fence.

.3 CAN/CGSB-138.3, Installation of Chain Link Fence.

.4 CAN/CGSB-138.4, Gates for Chain Link Fence.

.5 CAN/CGSB-1.181, Ready-Mixed Organic Zinc-Rich Coating.

.3 Canadian Standards Association (CSA).

.1 CSA-A23.1/A23.2, Concrete Materials and Methods of Concrete

Construction/Methods of Test for Concrete.

.2 CAN/CSA-G164, Hot Dip Galvanizing of Irregularly Shaped Articles.

.3 CAN/CSA-A3000, Cementitious Materials Compendium. Includes:

1.3 SUBMITTALS

.1 Submit WHMIS MSDS – Material Safety Data Sheets.

.2 Submit manufacturer’s data sheets including:

MET19-129 Site Improvements – Dartmouth

Issued 2018/10/24 Section 32 31 13 – Chain Link Fences and Gates Page 2 of 4

.1 Fence fabric gauge and finish.

.2 Post and rail dimension and finish.

.3 Gate frame dimension and finish.

.4 Required fittings and hardware.

PART 2 PRODUCTS

2.1 MATERIALS

.1 Concrete mixes and materials: in accordance with Section 03 30 00- Cast-in-Place

Concrete.

.1 Nominal course aggregate size: ¾”

.2 Compressive strength: 20 MPa minimum at 28 days.

.2 Chain-link fence fabric: to CAN/CGSB-138.1.

.1 Type 1, Class A, medium style.

.2 Height of fabric: as indicated.

.3 Posts, braces and rails: to CAN/CGSB-138.2, galvanized steel pipe. Dimensions as

indicated.

.4 Bottom tension wire: to CAN/CGSB-138.1, Table 2 single strand, galvanized steel wire,

#6 Gauge.

.5 Tie wire fasteners: to CAN/CGSB-138.1, Table 2 (steel wire), single strand, galvanized

steel wire confirming to requirements of fence fabric, #6 Guage.

.6 Tension bar: to A653/A653M, ¾” x 1 ¼” mm minimum galvanized steel.

.7 Tension bar brands: ¾” x 1 ¼” mm minimum galvanized steel.

.8 Gates: to CAN/CGSB-138.4.

.9 Gate frames: to ASTM A53/A53M, galvanized steel pipe, standard weight 1 ¾” mm

outside diameter pipe for outside frame, 1 3/8” outside diameter pipe for interior bracing.

.1 Fabricate gates as indicated with electrically welded joints, and hot-dip

galvanized after welding.

.2 Fasten fence fabric to gate with twisted selvage at top.

.3 Furnish gates with galvanized malleable iron hinges, latch and latch catch and

operated from either side of installed gate.

.4 Furnish double gates with chain hook to hold gates open and centre rest with

drop bolt for closed position.

.10 Fittings and hardware: to CAN/CGSB-138.2, cast aluminum alloy, galvanized steel or

malleable or ductile cast iron.

.1 Tension bar bands: ¾” x 1 ¼" mm minimum galvanized steel.

MET19-129 Site Improvements – Dartmouth

Issued 2018/10/24 Section 32 31 13 – Chain Link Fences and Gates Page 3 of 4

.2 Post caps to provide waterproof fit.

.11 Organic zinc rich coating: to CAN/CGSB-1.181.

2.2 FINISHES

.1 Galvanizing:

.1 For chain link fabric: to CAN/CGSB-138.1, Grade2.

.2 For pipe: 550 g/m2 minimum to ASTM A90.

.3 For barbed wire: to ASTM A121, Class 2.

.4 For other fittings: to CAN/CSA-G164.

PART 3 EXECUTION

3.1 GRADING

.1 Remove debris and correct ground undulations along fence line to obtain smooth uniform

gradient between posts.

.1 Provide clearance between bottom of fence and ground surface of 1 ¼” to 2”.

3.2 ERECTION OF FENCE

.1 Erect fence along lines as indicated and as directed by Owner’s Representative and in

accordance with CAN/CGSB-138.3.

.2 Excavate post holes 4’-0” depth x 1’-0” diameter by methods approved by Owner’s

Representative.

.3 Space line posts as per drawings, measured parallel to ground surface.

.4 Install end posts at end of fence and at buildings. Install gate posts on both sides of gate

openings.

.5 Place concrete in post holes then embed posts into concrete to minimum 3’-6” depth.

.1 Extend concrete 2” mm above slab level and slope to drain away from posts.

.2 Brace to hold posts in plumb position and true to alignment and elevation until

concrete has set.

.6 Do not install fence fabric until concrete has cured minimum of 5 days.

.7 Install brace between end and gate posts and nearest line post, placed in centre of panel

and parallel to ground surface.

.1 Install braces on both sides of corner and straining posts in similar manner.

.8 Install overhang tops and caps.

.9 Install top rail between posts and fasten securely to posts and secure waterproof caps.

MET19-129 Site Improvements – Dartmouth

Issued 2018/10/24 Section 32 31 13 – Chain Link Fences and Gates Page 4 of 4

.10 Install bottom tension wire, stretch tightly and fasten securely to end, corner, and

straining posts with turnbuckles and tension bar bands.

.11 Lay out fence fabric. Stretch tightly to tension recommended by manufacturer and fasten

to end, corner, gate and straining posts with tension bar secured to post with tension bar

bands spaced at 1’-0” intervals.

.1 Knuckled selvedge at bottom.

.2 Twisted selvedge at top.

.12 Secure fabric to top rails, line posts and bottom tension wire with tie wires at 1’-0” mm

intervals.

.1 Give tie wires minimum two twists.

3.3 INSTALLATION OF GATES

.1 Install gates in locations as indicated.

.2 Level ground between gate posts and set gate bottom approximately 2” above ground

surface.

.3 Determine position of centre gate rest for double gate. Cast gate rest in concrete as

directed. Dome concrete above ground level to shed water.

.4 Install gate stops where indicated.

3.4 TOUCH UP

.1 Clean damaged surfaces with wire brush removing loose and cracked coatings. Apply

two coats of organic zinc-rich paint to damaged areas in accordance with Section 09 91

13 – Exterior Painting. Pre-treat damaged surfaces according to manufacturers'

instructions for zinc-rich paint.

3.5 CLEANING

.1 Clean and trim areas disturbed by operations. Dispose of surplus material as directed by

Owner’s Representative.

END OF SECTION

NOVA SCOTIAProperty & Facilities

 

AutoCAD SHX Text
VICTORIA ROAD, DARTMOUTH, N.S.
AutoCAD SHX Text
THE CONTRACTOR WILL PROVIDE A WORK PLAN TO THE PROJECT MANAGER THAT COORDINATES, DISCONNECTS AND REACTIVATIONS AND ANY TEMPORARY MEASURES REQUIRED FOR THE WORK. THE CONTRACTOR IS TO PROVIDE A WORK PLAN FOR STAGING, TRANSPORTATION AND REMOVAL OF DEBRIS FROM SITE, CONFLICT OF WORK AREAS AND OCCUPIED TENANT AREAS, ENSURE MEANS OF EGRESS, AND TEMPORARY PROTECTION OF ADJACENT AREAS. THE PROJECT MANAGER SHALL REVIEW AND APPROVE THE WORK PLAN BEFORE ANY WORK COMMENCES.
AutoCAD SHX Text
ALL EXISTING PRODUCTS & WASTE MATERIALS REMOVED AS A RESULT OF THIS CONTRACT, ARE TO BE DISPOSED OF IN A PER HRM GUIDELINES OFF SITE UNLESS OTHERWISE DIRECTED.
AutoCAD SHX Text
1)
AutoCAD SHX Text
2)
AutoCAD SHX Text
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AS REQUIRED BY THE AHJ, LOCAL CODES AND REGULATIONS, AND ARRANGE FOR REQUIRED INSPECTIONS. PROVIDE THE OWNER WITH ALL INSPECTION CERTIFICATES.
AutoCAD SHX Text
3)
AutoCAD SHX Text
ALL DIMENSIONS IN IMPERIAL UNLESS OTHERWISE NOTED. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK AND VERIFY THAT ALL DIMENSIONS AND SIZES ARE CORRECT, AND TO REPORT IN WRITING ANY ERRORS OR OMISSIONS TO THE PROJECT MANAGER PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS.
AutoCAD SHX Text
4)
AutoCAD SHX Text
READ ALL DRAWINGS IN CONJUNCTION WITH ALL SPECIFICATIONS. APPROVED EQUIVALENTS ARE PERMITTED FOR BIDDING DURING THE TENDER PERIOD.
AutoCAD SHX Text
5)
AutoCAD SHX Text
IT IS NOT THE INTENTION OF THESE DRAWINGS AND SPECIFICATIONS TO REITERATE THE CODE. DO ALL WORK IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES AND IN COMPLIANCE WITH ALL REGULATIONS OF AUTHORITIES HAVING JURISDICTION INCLUDING, BUT NOT LIMITED TO THE NATIONAL BUILDING CODE CANADA, NOVA SCOTIA BUILDING CODE REGULATIONS, NATIONAL PLUMBING CODE, AND CANADIAN ELECTRICAL CODE. WHERE THERE IS A CONFLICT AMONGST REFERENCED SPECIFICATIONS, STANDARDS AND CODES, THE MOST STRINGENT WILL APPLY.
AutoCAD SHX Text
6)
AutoCAD SHX Text
ALL NEW MATERIALS, PRODUCTS AND ALL RELATED ACCESSORIES SHALL BE INSTALLED, AS PER SPECIFICATIONS, DRAWINGS AND MANUFACTURER SPECIFICATIONS. CONFLICTS BETWEEN DOCUMENTS SHALL BE REPORTED TO THE PROJECT MANAGER.
AutoCAD SHX Text
7)
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
SP-0
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SEPT. 04, 2019
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
A. BECK
AutoCAD SHX Text
PF-2015-044C
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY SITE IMPROVEMENTS - PHASE 1C Demeterous Lane, Nova Court, Fundy Lane, Bras Dor Lane, Caniso Lane & Chebucto Lane, Dartmouth, N.S
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
JOB. No.
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY SITE IMPROVEMENTS - PHASE 1C
AutoCAD SHX Text
WASTE/ RECYCLING ENCLOSURES & NEW WALKWAY
AutoCAD SHX Text
ISSUED FOR TENDER SEPT. 04, 2019
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
Cover Sheet
AutoCAD SHX Text
SP-0
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
Overall Site Plan-Area of Work
AutoCAD SHX Text
SP-2
AutoCAD SHX Text
SP-3
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
Waste & Recycling Enclosure Details
AutoCAD SHX Text
Partial Site Plan
AutoCAD SHX Text
Partial Site Plan

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

±

1

SP-2

1

SP-3

2

SP-3

±

2

SP-2

2

SP-2

2

SP-3

1

SP-2

JOB NO.

SCALE DATE

SHEET TITLE

APP.

DWG. NO.

CKD.

DRN.

JOB CAPT

ENG.

OFFICE

and structural drawings and complete

all architectural, mechanical, electrical

- read the drawings in conjunction with

- avoid scaling of drawings except as

NOTES

specifications.

permitted by the project manager.

with the work.

IT IS THE CONTRACTORS RESPONSIBILITY TO:

in writing any errors or omissions to

and sizes are correct, and to report

- check and verify that all dimensions

the project manager prior to proceeding

PROJECT

NOVA SCOTIAProperty & Facilities

NO. REVISIONDATE

1 ISSUED FOR TENDERSEPT. 04, 2019

AutoCAD SHX Text
PID 00082636
AutoCAD SHX Text
LOT A
AutoCAD SHX Text
PARCEL 1A
AutoCAD SHX Text
Lands Conveyed to
AutoCAD SHX Text
CANADA MORTGAGE AND HOUSING CORPORATION
AutoCAD SHX Text
PID 00082628
AutoCAD SHX Text
Now or Formerly
AutoCAD SHX Text
HALIFAX REGIONAL MUNICIPALITY
AutoCAD SHX Text
L.R.O. DOC. NO. 97295852
AutoCAD SHX Text
(MOUNT HERMON CEMETERY)
AutoCAD SHX Text
PID 00082610
AutoCAD SHX Text
Now or Formerly
AutoCAD SHX Text
KILLAM INVESTMENTS INC.
AutoCAD SHX Text
VICTORIA ROAD
AutoCAD SHX Text
(Width Varies)
AutoCAD SHX Text
DEMETREOUS LANE
AutoCAD SHX Text
(Width Varies)
AutoCAD SHX Text
Downtown Dartmouth
AutoCAD SHX Text
FUNDY LANE
AutoCAD SHX Text
BRAS DOR LANE
AutoCAD SHX Text
CANSO LANE
AutoCAD SHX Text
CHEBUCTO LANE
AutoCAD SHX Text
also see plan by City of Dartmouth Engineering Department,
AutoCAD SHX Text
dated July 20, 1970, revised July 23, 1970
AutoCAD SHX Text
42.2'
AutoCAD SHX Text
6.9'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(CHEBUCTO LANE)
AutoCAD SHX Text
CIVIC NO'S 2, 4, 6, 8, 10 & 12
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(CHEBUCTO LANE)
AutoCAD SHX Text
CIVIC NO'S 1, 3, 5, 7, 9 & 11
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
7.3'
AutoCAD SHX Text
7.2'
AutoCAD SHX Text
14.3'
AutoCAD SHX Text
26.4'
AutoCAD SHX Text
7.1'
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
24.6'
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
17.0'
AutoCAD SHX Text
30.4'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(CANSO LANE)
AutoCAD SHX Text
CIVIC NO'S 2, 4, 6, 8, 10 & 12
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(CANSO LANE)
AutoCAD SHX Text
CIVIC NO'S 1, 3, 5, 7, 9 & 11
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
27.2'
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
24.4'
AutoCAD SHX Text
30.5'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(BRAS DOR LANE)
AutoCAD SHX Text
CIVIC NO'S 2, 4, 6, 8, 10 & 12
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
27.3'
AutoCAD SHX Text
7.0'
AutoCAD SHX Text
6.8'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(BRAS DOR LANE)
AutoCAD SHX Text
CIVIC NO'S 1, 3, 5, 7, 9 & 11
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
6.9'
AutoCAD SHX Text
6.9'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(FUNDY LANE)
AutoCAD SHX Text
CIVIC NO'S 2, 4, 6, 8, 10 & 12
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(FUNDY LANE)
AutoCAD SHX Text
CIVIC NO'S 1, 3, 5, 7, 9 & 11
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
6.9'
AutoCAD SHX Text
6.8'
AutoCAD SHX Text
6.9'
AutoCAD SHX Text
34.4'
AutoCAD SHX Text
40.4'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(DEMETREOUS LANE)
AutoCAD SHX Text
CIVIC NO'S 65, 67, 69, 71, 73 & 75
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
7.5'
AutoCAD SHX Text
7.5'
AutoCAD SHX Text
15.0'
AutoCAD SHX Text
31.1'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(DEMETREOUS LANE)
AutoCAD SHX Text
CIVIC NO'S 45, 47, 49, 51, 53 & 55
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
15.2'
AutoCAD SHX Text
31.3'
AutoCAD SHX Text
(TIES ARE TO SIDING)
AutoCAD SHX Text
(DEMETREOUS LANE)
AutoCAD SHX Text
CIVIC NO'S 23, 25, 27, 29, 31 & 33
AutoCAD SHX Text
2 STOREY TOWNHOUSE BUILDING
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
LA
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
DECK
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
DECK
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
15.5'
AutoCAD SHX Text
31.7'
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
PARCEL "3"
AutoCAD SHX Text
131.9
AutoCAD SHX Text
142.0
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
C.S.
AutoCAD SHX Text
BLDG.#10
AutoCAD SHX Text
BLDG.#11
AutoCAD SHX Text
BLDG.#1
AutoCAD SHX Text
BLDG.#9
AutoCAD SHX Text
BLDG.#6
AutoCAD SHX Text
BLDG.#5
AutoCAD SHX Text
BLDG.#4
AutoCAD SHX Text
BLDG.#3
AutoCAD SHX Text
BLDG.#2
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD -SEE
AutoCAD SHX Text
EXISTING CONCRETE WALKWAY
AutoCAD SHX Text
BLDG.#8
AutoCAD SHX Text
BLDG.#7
AutoCAD SHX Text
EXISTING CAST IN PLACE CONCRETE WALKWAY
AutoCAD SHX Text
EXISTING PLAYGROUND
AutoCAD SHX Text
EXISTING TREE
AutoCAD SHX Text
APPROX AREA OF EXISTING COMMUNITY GARDEN
AutoCAD SHX Text
NEW WALKWAY-SEE
AutoCAD SHX Text
EXISTING CONCRETE WALKWAY
AutoCAD SHX Text
EXISTING CONCRETE WALKWAY
AutoCAD SHX Text
EXISTING CONCRETE WALKWAY
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
EXISTING PARKING AREA
AutoCAD SHX Text
EXISTING PARKING AREA
AutoCAD SHX Text
EXISTING PARKING AREA
AutoCAD SHX Text
EXISTING PARKING AREA
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD-SEE
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSUREAND PAD-SEE
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD-SEE
AutoCAD SHX Text
NEW WALKWAY-SEE
AutoCAD SHX Text
NEW WALKWAY-SEE
AutoCAD SHX Text
PF-2015-044C
AutoCAD SHX Text
1" = 30'-0"
AutoCAD SHX Text
SEPT. 04, 2019
AutoCAD SHX Text
M. CONRAD
AutoCAD SHX Text
AVB
AutoCAD SHX Text
HNS Properties & Facilities
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text
OVERALL SITE PLAN
AutoCAD SHX Text
SITE IMPROVEMENTS - PHASE 1C
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY
AutoCAD SHX Text
Waste & Recycling Enclosure
AutoCAD SHX Text
KEY
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
1:10,
AutoCAD SHX Text
000
AutoCAD SHX Text
AREA OF
AutoCAD SHX Text
WORK
AutoCAD SHX Text
Road
AutoCAD SHX Text
Victoria Road
AutoCAD SHX Text
Woodland
AutoCAD SHX Text
John St.
AutoCAD SHX Text
George St.
AutoCAD SHX Text
Eastbrook Ave.
AutoCAD SHX Text
Murray
AutoCAD SHX Text
Frances St.
AutoCAD SHX Text
Graham St.
AutoCAD SHX Text
Cairn Street
AutoCAD SHX Text
Westbrook Ave.
AutoCAD SHX Text
Boland Road
AutoCAD SHX Text
Nova Court
AutoCAD SHX Text
Drive
AutoCAD SHX Text
Jamieson
AutoCAD SHX Text
Dawson Street
AutoCAD SHX Text
Faulkner Street
AutoCAD SHX Text
Frances Street
AutoCAD SHX Text
Vanessa Drive
AutoCAD SHX Text
Slayter Street
AutoCAD SHX Text
Green Road
AutoCAD SHX Text
Pelzant Street
AutoCAD SHX Text
Nantucket Avenue
AutoCAD SHX Text
Brookside Ave.
AutoCAD SHX Text
Street
AutoCAD SHX Text
Street
AutoCAD SHX Text
Cherry
AutoCAD SHX Text
St.
AutoCAD SHX Text
BRIGHTWOOD
AutoCAD SHX Text
GOLF AND COUNTRY CLUB
AutoCAD SHX Text
Dartmouth
AutoCAD SHX Text
Demetreous Lane
AutoCAD SHX Text
Avenue
AutoCAD SHX Text
Wyse
AutoCAD SHX Text
Street
AutoCAD SHX Text
Drive
AutoCAD SHX Text
Garden
AutoCAD SHX Text
Shamrock
AutoCAD SHX Text
School

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

ST

M►

ST

M

ST

M►

ST

M

ST

M►

ST

M

STM

STM

STM

STM

STM

STM

STM

STM

ST

M►

ST

M

ST

M►

ST

M

ST

M►

ST

M

XX

XX

X X X

X

X

±±

ST

M►

ST

M

ST

M►

ST

M

ST

M►

ST

M

STM

STM

STM

STM

STM

STM

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

ST

M►

ST

M

ST

M►

ST

M

ST

M►

ST

M

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

±±

JOB NO.

SCALE DATE

SHEET TITLE

APP.

DWG. NO.

CKD.

DRN.

JOB CAPT

ENG.

OFFICE

and structural drawings and complete

all architectural, mechanical, electrical

- read the drawings in conjunction with

- avoid scaling of drawings except as

NOTES

specifications.

permitted by the project manager.

with the work.

IT IS THE CONTRACTORS RESPONSIBILITY TO:

in writing any errors or omissions to

and sizes are correct, and to report

- check and verify that all dimensions

the project manager prior to proceeding

PROJECT

NOVA SCOTIAProperty & Facilities

REVISIONDATE

1 ISSUED FOR TENDERSEPT. 04, 2019

AutoCAD SHX Text
40
AutoCAD SHX Text
39
AutoCAD SHX Text
38
AutoCAD SHX Text
37
AutoCAD SHX Text
35
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
32
AutoCAD SHX Text
31
AutoCAD SHX Text
41
AutoCAD SHX Text
36
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
44
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
49
AutoCAD SHX Text
47
AutoCAD SHX Text
48
AutoCAD SHX Text
46
AutoCAD SHX Text
45
AutoCAD SHX Text
50
AutoCAD SHX Text
51
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
PF-2015-044C
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
SEPT. 04, 2019
AutoCAD SHX Text
M. CONRAD
AutoCAD SHX Text
AVB
AutoCAD SHX Text
HNS Properties & Facilities
AutoCAD SHX Text
PARKING AREA @ CANSO LANE
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SP-2
AutoCAD SHX Text
2
AutoCAD SHX Text
SP-2
AutoCAD SHX Text
Lane & Canso Lane
AutoCAD SHX Text
Partial Site Plan @ Chebucto
AutoCAD SHX Text
SITE IMPROVEMENTS - PHASE 1C
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY
AutoCAD SHX Text
Waste & Recycling Enclosure
AutoCAD SHX Text
PARKING AREA @ CHEBUCTO LANE
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SP-2
AutoCAD SHX Text
1
AutoCAD SHX Text
LINE EXISTING BUILDING #9
AutoCAD SHX Text
LINE EXISTING BUILDING #6
AutoCAD SHX Text
EXISTING CONCRETE SIDEWALK AT DEMETEROUS LANE
AutoCAD SHX Text
LINE EXISTING BUILDING #8
AutoCAD SHX Text
EXISTING 8" DIA CONC. STORM WATER LINE
AutoCAD SHX Text
EXISTING 6" DIA CONC. STORM WATER LINE
AutoCAD SHX Text
MODIFY (SHORTEN) EXISTING METAL GUARD RAIL AS REQUIRED FOR NEW WALKWAY
AutoCAD SHX Text
MODIFY (SHORTEN) EXISTING METAL GUARD RAIL AS REQUIRED FOR NEW WALKWAY
AutoCAD SHX Text
EXISTING CAST IN PLACE CONCRETE LANEWAY
AutoCAD SHX Text
LINE EXISTING BUILDING #7
AutoCAD SHX Text
CHEBUCTO LANE
AutoCAD SHX Text
CANSO LANE
AutoCAD SHX Text
EXISTING CONCRETE SIDEWALK AT DEMETEROUS LANE
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING COMMUNITY MAILBOXES TO REMAIN
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
CHEBUCTO LANE
AutoCAD SHX Text
CANSO LANE
AutoCAD SHX Text
EXISTING CURB
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD -SEE DWG. 1/SP-4
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD -SEE DWG. 1/SP-4
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
EXISTING LANEWAY
AutoCAD SHX Text
EXISTING LANEWAY
AutoCAD SHX Text
EXISTING CONCRETE STAIRS
AutoCAD SHX Text
FACE OF EXISTING CURB TO CENTERLINE OF GATES
AutoCAD SHX Text
FACE OF EXISTING CURB TO CENTERLINE OF GATES
AutoCAD SHX Text
LOCATION OF EXISTING UNDERGROUND SERVICES TO BE VERIFIED IN FEILD BY CONTRACTOR TYPICAL.
AutoCAD SHX Text
LOCATION OF EXISTING UNDERGROUND SERVICES TO BE VERIFIED IN FEILD BY CONTRACTOR TYPICAL.
AutoCAD SHX Text
LOCATION OF EXISTING UNDERGROUND SERVICES TO BE VERIFIED IN FEILD BY CONTRACTOR TYPICAL.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
DISTRUBED GRAS AREA AS A RESULT OF WORK TO BE REINSTATED BY CONTRACTOR.
AutoCAD SHX Text
CENTERLINE OF PARNING LOT AND NEW ENCLOSURE
AutoCAD SHX Text
CENTERLINE OF PARNING LOT AND NEW ENCLOSURE

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

XX

X

XX

X

XX

X

X

X

X

X

X X X

±±

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

S

T

M

STM

STM

STM

STM

S

TM

ST

M

ST

M

S

TM

ST

M

ST

M

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

S

TM

S

TM

S

TM

S

TM

S

TM

S

TM

ST

M

S

TM

ST

M

ST

M

S

TM

ST

M

X

X

XX

XX

± ±

JOB NO.

SCALE DATE

SHEET TITLE

APP.

DWG. NO.

CKD.

DRN.

JOB CAPT

ENG.

OFFICE

and structural drawings and complete

all architectural, mechanical, electrical

- read the drawings in conjunction with

- avoid scaling of drawings except as

NOTES

specifications.

permitted by the project manager.

with the work.

IT IS THE CONTRACTORS RESPONSIBILITY TO:

in writing any errors or omissions to

and sizes are correct, and to report

- check and verify that all dimensions

the project manager prior to proceeding

PROJECT

NOVA SCOTIAProperty & Facilities

NO. REVISIONDATE

1 ISSUED FOR TENDERSEPT. 04, 2019

AutoCAD SHX Text
8
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
19
AutoCAD SHX Text
18
AutoCAD SHX Text
17
AutoCAD SHX Text
28
AutoCAD SHX Text
27
AutoCAD SHX Text
26
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
25
AutoCAD SHX Text
20
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
PF-2015-044C
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
SEPT. 04, 2019
AutoCAD SHX Text
M. CONRAD
AutoCAD SHX Text
AVB
AutoCAD SHX Text
HNS Properties & Facilities
AutoCAD SHX Text
PARKING AREA @ FUNDY LANE
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SP-3
AutoCAD SHX Text
2
AutoCAD SHX Text
SP-3
AutoCAD SHX Text
Lane & Fundy Lane
AutoCAD SHX Text
Partial Site Plan @ Bras Dor
AutoCAD SHX Text
SITE IMPROVEMENTS - PHASE 1C
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY
AutoCAD SHX Text
Waste & Recycling Enclosure
AutoCAD SHX Text
PARKING AREA @ BRAS DOR LANE
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SP-3
AutoCAD SHX Text
1
AutoCAD SHX Text
LINE EXISTING BLDG #2
AutoCAD SHX Text
EXISTING CURB TO REMAIN
AutoCAD SHX Text
LINE EXISTING BUILDING #5
AutoCAD SHX Text
LINE EXISTING BUILDING #4
AutoCAD SHX Text
LINE EXISTING BUILDING #3
AutoCAD SHX Text
EXISTING 8" DIA CONC. STORM WATER LINES
AutoCAD SHX Text
EXISTING CAST IN PLACE CONCRETE LANEWAY (FUNDY LANE)
AutoCAD SHX Text
EXISTING CAST IN PLACE CONCRETE LANEWAY
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING POWER UTILITY POLE
AutoCAD SHX Text
EXISTING PRECAST CONCRETE PAVER WALKWAY
AutoCAD SHX Text
PROPERTY LINE EXTENT OF WORK/ EDGE OF SIDEWALK
AutoCAD SHX Text
EXISTING GUARDRAIL REMOVE/ MODIFIED AS REQUIRED FOR NEW WALKWAY
AutoCAD SHX Text
BRAS DOR LANE
AutoCAD SHX Text
FUNDY LANE
AutoCAD SHX Text
EXISTING CONCRETE SIDEWALK AT DEMETEROUS LANE
AutoCAD SHX Text
EXISTING CONCRETE SIDEWALK AT DEMETEROUS LANE
AutoCAD SHX Text
LINE EXISTING BUILDING #1
AutoCAD SHX Text
LINE EXISTING BUILDING #1
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING CATCH BASIN TO REMAIN
AutoCAD SHX Text
BRAS DOR LANE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
FUNDY LANE
AutoCAD SHX Text
EXISTING CURB TO BE REMAIN
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EXISTING PRECAST CONCRETE PAVER WALKWAY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EXISTING COMMUNITY MAILBOXES TO REMAIN
AutoCAD SHX Text
PROPERTY LINE EXTENT OF WORK/ EDGE OF SIDEWALK
AutoCAD SHX Text
NEW CURB
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD -SEE DWG. 1/SP-4
AutoCAD SHX Text
NEW WASTE & RECYCLING ENCLOSURE AND PAD -SEE DWG. 1/SP-4
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
NEW WALKWAY- SEE DETAILS DRAWINGS 4/SP-4
AutoCAD SHX Text
LOCATION OF EXISTING UNDERGROUND SERVICES TO BE VERIFIED IN FEILD BY CONTRACTOR TYPICAL.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
DISTRUBED GRAS AREA AS A RESULT OF WORK TO BE REINSTATED BY CONTRACTOR.
AutoCAD SHX Text
MODIFY (SHORTEN) EXISTING METAL GUARD RAIL AS REQUIRED FOR NEW WALKWAY
AutoCAD SHX Text
FACE OF EXISTING CURB TO CENTERLINE OF GATES
AutoCAD SHX Text
CENTERLINE OF PARNING LOT AND NEW ENCLOSURE
AutoCAD SHX Text
FACE OF EXISTING CURB TO CENTERLINE OF GATES
AutoCAD SHX Text
CENTERLINE OF PARNING LOT AND NEW ENCLOSURE

±

±

JOB NO.

SCALE DATE

SHEET TITLE

APP.

DWG. NO.

CKD.

DRN.

JOB CAPT

ENG.

OFFICE

- avoid scaling of drawings except as

permitted by the project manager.

with the work.

IT IS THE CONTRACTORS RESPONSIBILITY TO:

in writing any errors or omissions to

and sizes are correct, and to report

- check and verify that all dimensions

the project manager prior to proceeding

PROJECT

NOVA SCOTIAProperty & Facilities

REVISIONDATE

·

·

·

·

·

·

·

·

·

·

1 ISSUED FOR TENDERSEPT. 04, 2019

AutoCAD SHX Text
POST 2.875" (73MM) TYPICAL 2.875" (73MM) TYPICAL
AutoCAD SHX Text
BLUNT TERMINAL POST CAP
AutoCAD SHX Text
#6 GA. TENSION WIRE
AutoCAD SHX Text
RAIL END ASSEMBLY
AutoCAD SHX Text
1'-0" DIA CONCRETE SONO TUBE FOOTING MIN. 4'-0" BELOW GRADE
AutoCAD SHX Text
TENSION BAR 3/4" x 1 1/4' C/W TENSION STRAPS TYPICAL
AutoCAD SHX Text
GATE HINGE
AutoCAD SHX Text
DROP ROD C/W METAL SLEEVE
AutoCAD SHX Text
6" CONCRETE SLAB C/W 6X6X WWM.66 WWM.
AutoCAD SHX Text
LOCKING DEVICE
AutoCAD SHX Text
GREEN PVC COATED CHAIN LINK FABRIC
AutoCAD SHX Text
1'-0" CLEAR STONE TYP.
AutoCAD SHX Text
STANDARD (HOT DIP GALVANIZED)
AutoCAD SHX Text
SODDED
AutoCAD SHX Text
CONSTRUCTION TO BE
AutoCAD SHX Text
AREA DISTURBED BY
AutoCAD SHX Text
FILL AROUND POST
AutoCAD SHX Text
COMPACTED GRANULAR
AutoCAD SHX Text
PROVIDE 6" OF
AutoCAD SHX Text
SECURE METAL GUARD RAILS AS
AutoCAD SHX Text
PER DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
& PUBLIC WORKS STANDARDS.
AutoCAD SHX Text
TRANSPORTATION & PUBLIC WORKS
AutoCAD SHX Text
METAL GUARD RAIL TO DEPARTMENT OF
AutoCAD SHX Text
METAL GUARD RAIL
AutoCAD SHX Text
8"x8" PRESSURE TREATED POST
AutoCAD SHX Text
FINISHED GRADELINE
AutoCAD SHX Text
PRIVACY SLATS TYPICAL ALL CHAIN LINK FABRIC FOR COMPLETE ENCLOSER
AutoCAD SHX Text
FOR CHAIN LINK FENCE AND GATE- SEE DETAIL 2/SP4 AND SPECIFICATIONS
AutoCAD SHX Text
REPRERSENTATION OF SLATS, CONTINUOUS FOR EACH ENCLOSER
AutoCAD SHX Text
5'-0" SWING GATE
AutoCAD SHX Text
PLAN (6) CUBIC YARD
AutoCAD SHX Text
METAL GUARDRAIL MOUNTED ON 8X8 P.T. WOOD POSTS
AutoCAD SHX Text
OF DOOR
AutoCAD SHX Text
5'-0" SWING GATE
AutoCAD SHX Text
3'-0" SWING GATE
AutoCAD SHX Text
3'-0" SWING GATE
AutoCAD SHX Text
RECYCLING CONTAINERS BY OTHERS TYPICAL
AutoCAD SHX Text
BY OTHERS
AutoCAD SHX Text
CONCRETE PAD-SEE 2/SP-4
AutoCAD SHX Text
LINE OF CURB CUT
AutoCAD SHX Text
PRIVACY SLATS TYPICAL ALL CHAIN LINK FABRIC (NOT SHOWN FOR CLARITY)
AutoCAD SHX Text
3'-0" ACCESS GATE
AutoCAD SHX Text
3'-0" ACCESS GATE
AutoCAD SHX Text
PRIVACY SLATS TYPICAL ALL CHAIN LINK FABRIC (NOT SHOWN FOR CLARITY)
AutoCAD SHX Text
FOR CHAIN LINK FENCE AND GATE- SEE DETAIL 2/SP4 AND SPECIFICATIONS
AutoCAD SHX Text
PF-2015-044C
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
SEPT. 04, 2019
AutoCAD SHX Text
M. CONRAD
AutoCAD SHX Text
AVB
AutoCAD SHX Text
HNS Properties & Facilities
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
Details
AutoCAD SHX Text
Waste & Recycling Enclosure
AutoCAD SHX Text
SITE IMPROVEMENTS - PHASE 1C
AutoCAD SHX Text
VICTORIA ROAD COMMUNITY
AutoCAD SHX Text
Waste & Recycling Enclosure
AutoCAD SHX Text
WASTE & RECYCLING CENTER DETAILS
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
GENERAL CONSTRUCTION NOTES
AutoCAD SHX Text
CONCRETE FOR FOOTINGS TO BE 20 MPa AT 28 DAYS
AutoCAD SHX Text
ONLY SCHEDULE 40 GALVANIZED PIPE WILL BE ACCEPTED.
AutoCAD SHX Text
POST SHALL BE EMBEDDED TO WITHIN 6 INCHES FROM BOTTOM OF FOUNDATION
AutoCAD SHX Text
ALL FENCE COMPONENTS SHALL BE HOT DIPPED GALVANIZED
AutoCAD SHX Text
WIRE FABRIC TIES PVC COATED MINIMUM 1'-0" O.C.
AutoCAD SHX Text
DROP ROD C/W CENTER STOP SLEEVE FOR DROP ROD
AutoCAD SHX Text
CHAIN LINK FABRIC PVC COATED (9 GAUGE) 2" x 2" OPENINGS. (COLOR TO BE GREEN) FOR ENTIRE PEREMETER & GATES OF EACH ENCLOUSER
AutoCAD SHX Text
ALL FENCE SHALL HAVE PVC PRIVACY SLATS INSTALLED FULL HEIGHT (COLOR TO BE GREEN)
AutoCAD SHX Text
PROVIDE GATE STOP FOR ALL GATES TYPICAL
AutoCAD SHX Text
SEE SPECIFICATION FOR CHAIN LINK FENCE AND GATES
AutoCAD SHX Text
NOTE: PVC PRIVACY SLATS NOT SHOWN TYPICALLY FOR CLARITY
AutoCAD SHX Text
PRECAST CONCRETE PAVER 2 3/8"' (60 MM) THICK MIN. PAVER SHALL BE SHAW BRICK CLASSIC OLDSTONE, TERRASTONE & PORTSTONE OR APPROVE EQUAL
AutoCAD SHX Text
SETTING BED (CONCRETE SAND) 1'' (25 MM) THICK CONFORMING
AutoCAD SHX Text
PLASTIC PAVER EDGE RESTRAINT & NAIL (TECHO-BLOC OR APPROVED EQUAL)
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
EXTRA WIDTH EQUAL TO FOUNDATION THICKNESS
AutoCAD SHX Text
SAND JOINT FILL TYPICAL
AutoCAD SHX Text
COMPACTED GRANULAR BASE AS PER MANUFACTURERS RECOMMENDATIONS
AutoCAD SHX Text
COMPACTED BASE
AutoCAD SHX Text
TYPICAL SECTION @ LANEWAY PAVERS
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
NOTE: PAVERS SHALL BE INSTALLED AS PER MANUFACTURERS INSTRUCTION TYPICAL.
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
4
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
(EXCEPT CHAIN LINK FABRIC & WIRE FABRIC TIES)
AutoCAD SHX Text
METAL GUARD RAIL DETAIL
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
3
AutoCAD SHX Text
WASTE & RECYCLING ENCLOSURE PLAN & ELEVATIONS
AutoCAD SHX Text
SCALE:3/8" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
LEFT & RIGHT SIDE ELEVATIONS
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
BACK ELEVATION
AutoCAD SHX Text
PARKING - FRONT ELEVATION

Metropolitan Regional Housing Authority

Contract No. < ## > < Tender Title >

APPENDIX A – AGREEMENT (FOR INFORMATION PURPOSES ONLY)

THIS AGREEMENT made in Duplicate this __th day of ______, 2017

BETWEEN METROPOLITAN REGIONAL HOUSING AUTHORITY, of the

Province of Nova Scotia on behalf of Her Majesty the Queen in Right of the Province, pursuant to the Housing Act, Revised Statutes of Nova Scotia, 1989, Chapter 211, (Hereinafter called the "Metropolitan Regional Housing Authority") of the One Part

- and –

< BID WINNER’S FULL LEGAL BUSINESS NAME >

(Hereinafter called the "Contractor") of the Other Part

AGREEMENT WITNESSETH:

That the Contractor and the Metropolitan Regional Housing Authority for the consideration hereinafter expressed, undertake and agree as follows:

ARTICLE 1

The General Conditions of Contract and any Addendums as issued as part of the Tender are to be read herewith and form part of this agreement as fully and completely as though all the stipulations thereof have been embodied herein.

ARTICLE 2

The Contractor undertakes and agrees:

.1 to provide all the materials and to perform all the work shown as described in the Specifications,

the Drawings and/or Sketches and any Addendums forming the Tender Document titled

TENDER No. < ## > < TENDER TITLE >

which have been signed in duplicate for identification by, or on behalf of, both the parties, and which were prepared by METROPOLITAN REGIONAL HOUSING AUTHORITY acting as and herein (and in the General Conditions) entitled the "Project Manager”;

.2 to do and fulfil everything indicated by the Agreement and the General Conditions of the Contract

and the Specifications and the Drawings and/or Sketches; and,

.3 to complete substantially all the Work not later than < Date >.

Metropolitan Regional Housing Authority

Contract No. < ## > < Tender Title >

APPENDIX A – AGREEMENT (FOR INFORMATION PURPOSES ONLY)

ARTICLE 3 The Metropolitan Regional Housing Authority undertakes and agrees:

.1 to pay the Contractor in lawful money of Canada for the performance of the Contract

< Written Dollar Amount of Winning Bid > DOLLARS and _____ CENTS

( $ < Numerical Dollar Amount > ), plus applicable taxes, subject to additions and deductions as provided in the General Conditions of the Contract.

.2 to make payments on account thereof upon the Project Manager's certificate ( and when the

Metropolitan Regional Housing Authority is satisfied that payments due to Subcontractors have been made ) as follows: .1 within a reasonable time of receipt by the Metropolitan Regional Housing Authority of a

bona fide claim for payments, ninety percent ( 90% ) of the value, proportional to the amount of the Contract, of labour and materials incorporated in the work or materials on the site to be incorporated in the work, as estimated by the Contractor and approved by the Project Manager less the aggregate of previous payments;

.2 the ten percent (10%) of the value of the work, service and materials shall be retained by the

Metropolitan Regional Housing Authority for a period of sixty-five ( 65 ) days after the Metropolitan Regional Housing Authority is of the opinion that the Contract is substantially performed, as defined in the General Conditions;

.3 sixty-five ( 65 ) days after the Contract is substantially performed, the Metropolitan Regional

Housing Authority may reduce the amount retained to two and one-half percent ( 2.5% ) of the value of the work, services and materials, or the Metropolitan Regional Housing Authority may retain the full ten percent ( 10% ), until all required work is performed completely, as determined by the Metropolitan Regional Housing Authority;

.4 notwithstanding the foregoing, the Metropolitan Regional Housing Authority shall be entitled

to retain the warranty for a period of one ( 1 ) year, which sum is calculated as one percent ( 1% ) of the contract price or two thousand five hundred Canadian dollars ( $2,500.00 ), whichever is greater; and,

.5 also notwithstanding the foregoing, the Metropolitan Regional Housing Authority is entitled to

make other deductions as provided in the General Conditions of the Contract. .3 if on account of climatic or other conditions reasonably beyond the Contractor's control, there are

items of work that cannot readily be completed, the payment in full for the work which has been completed shall not be delayed on account thereof, but the Metropolitan Regional Housing Authority may withhold a sufficient and reasonable sum until the uncompleted work is finished and such sum as will in the opinion of the Metropolitan Regional Housing Authority adequately protect the Metropolitan Regional Housing Authority.

ARTICLE 4

The Contractor and the Metropolitan Regional Housing Authority for themselves, their successors,

Metropolitan Regional Housing Authority

Contract No. < ## > < Tender Title >

APPENDIX A – AGREEMENT (FOR INFORMATION PURPOSES ONLY)

executors, administrators and assigns, hereby undertake and agree to the full performance of the covenants contained herein and in the General Conditions of the Contract, and that this Agreement with the General Conditions of the Contract, the Specifications, Drawings and/or Sketches and any issued Addendums as outlined in the Tender documents constitute the Contract, and that the following is an exact enumeration of the Specifications, Drawings and/or Sketches and Addendums issued. Specifications:

< Exactly as in the Tender > Drawings/Sketches:

< Exactly as in the Tender > Addendums:

Addendum #< ## >, Issued < Day >, < Date >, < Subject > Addendum #< ## >, Issued < Day >, < Date >, < Subject > Addendum #< ## >, Issued < Day >, < Date >, < Subject > Addendum #< ## >, Issued < Day >, < Date >, < Subject >

ARTICLE 5

.1 If and whenever the Metropolitan Regional Housing Authority desires to give notice to the Contractor under or in connection with this Agreement or the General Conditions of the Contract, such notice will be effectively given if sent by Registered or Certified Mail, or delivered by hand to the Contractor at _< Full Company Address Including Postal Code > and will be considered as having been so given at either (a) the time the deposit thereof in the Post Office or (b) the time delivered by hand.

.2 The Contractor has furnished, and the Metropolitan Regional Housing Authority accepts, a

Performance Bond and Labour and Material Bond as security for the due fulfilment of the Contract.

IN WITNESS WHEREOF the parties hereto have executed this Agreement the day and year first above written.

SIGNED, SEALED AND DELIVERED in the presence of ( ( ( ( ( ( WITNESS CONTRACTOR ( ( ( ( ( ( WITNESS METROPOLITAN REGIONAL HOUSING AUTHORITY

Metropolitan Regional Housing Authority

MET19-129 Site Improvements – Dartmouth

APPENDIX B – Request for Product Approval

REQUEST FOR PRODUCT APPROVAL Note: 1 Sheet Per Product

To: [email protected]

Date: Number of Pages

(including cover sheet)

Re: Tender Number MET Closing date and time:

(description of work/goods)

A request for approval for the following product has been received from the named supplier for this Bid. Attached is the information package received in support of this request.

Company Name: Address: Phone & E-mail Contact Person

Date Request Made Product Attachments:

□ product samples being forwarded separately

Please advise by (date) of the results of the evaluation

Housing Authority: Phone & E-mail Attn: Signed:

(Shaded area to be filled in by Head Office)

PRODUCT

APPROVED NOT APPROVED

INITIAL

DATE