TOWN OF DIGBY WATERFRONT PROMENADE RENOVATION TENDER NO DIGBY, NOVA SCOTIA APRIL 4, 2016

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1 TOWN OF DIGBY WATERFRONT PROMENADE RENOVATION TENDER NO DIGBY, NOVA SCOTIA APRIL 4, 2016 SET NO.

2 TOWN OF DIGBY WATERFRONT PREFACE PAGE 1 OVERVIEW This document is a Supplementary Specification to the Standard Specification for Municipal Services, developed by the Nova Scotia Roadbuilders Consulting Engineers of Nova Scotia Joint Committee on Contract Documents. STATEMENT THESE PROJECT DOCUMENTS HAVE BEEN PREPARED FOR USE WITH AND REQUIRE BEING READ IN CONJUNCTION WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES AS PUBLISHED BY THE NOVA SCOTIA ROAD BUILDERS ASSOCIATION - CONSULTING ENGINEERS OF NOVA SCOTIA JOINT COMMITTEE ON CONTRACT DOCUMENTS. COPIES OF THE STANDARD SPECIFICATIONS ARE AVAILABLE FROM THE JOINT COMMITTEE ON CONTRACT DOCUMENTS, 18 LAURIER STREET, DARTMOUTH, NS, B3A 2G7; TELEPHONE: (902) , (902) OR at nsmunicipalservices@gmail.com. END OF PREFACE

3 TOWN OF DIGBY WATERFRONT TABLE OF CONTENTS PAGE 1 SECTION NO. OF PAGES INFORMATION TO TENDERERS 4 PAGES TENDER FORM 8 PAGES FORM OF AGREEMENT 6 PAGES SUPPLEMENTARY SPECIFICATIONS 3 PAGES MEASUREMENT AND PAYMENT 5 PAGES END OF TABLE OF CONTENTS

4 TOWN OF DIGBY SECTION WATERFRONT INFORMATION TO TENDERERS PAGE 1 Waterfront Promenade Renovation Digby, Nova Scotia Owner: The Town of Digby 147 First Ave, PO Box 579 Digby, NS B0V 1A0 Engineer: Snow Owl Consulting Inc Highway 10, PO BOX 192 New Germany, NS B0R 1E0 1. Tender.1 Submit completed Tender Form for above project in Submission sealed envelope marked as follows: TENDER Digby Waterfront Promenade Renovation Tender Number: Closing: 12:00p.m. local time, April 28, The Town of Digby E. Tom Ossinger, Chief Administrative Officer 147 First Ave, PO Box 579, Digby NS B0V 1A0 2. Post Tender.1 Submit post-tender submission documents no later Submission than two (2) work days after tender closing to be eligible to receive award of Contract..2 Certificate of Recognition:.1 Submit copy of Tenderer s current and valid Certificate of Recognition issued by a Workers Compensation Board approved audit company..2 Out of province companies shall submit a current and valid Certificate of Recognition from their province of origin or from a recognized safety association which uses an external audit element..3 Workers Compensation Board Clearance:.1 Submit a copy of Tenderer s current valid clearance letter issued by the Workers Compensation Board of Nova Scotia..2 Out of province Tenderers will have to satisfy a Workers Compensation Board approved audit company in respect to their safety status prior to being awarded a Contract..4 Proof of Insurance.

5 TOWN OF DIGBY SECTION WATERFRONT INFORMATION TO TENDERERS PAGE 2 3. Tender Opening.1 Tenders will be opened immediately after closing. Opening will be public. 4. Document.1 The non-refundable fee for Project Documents is Fee $50.00 (fifty dollars) and shall be made payable to Snow Owl Consulting Inc. 5. Accuracy of.1 Indexing and cross-referencing are for convenience Referencing only. 6. Conditions of.1 Take full cognizance of content of all Contract Tendering Documents in preparation of Tender. Refer to Section Tender Form, Subsection 3.9 for a complete list of Contract Documents. 7. Tenderers to.1 Tenderers will be deemed to have familiarized Investigate themselves with existing site and working conditions and all other conditions which may affect performance of the Contract. No plea of ignorance of such conditions as a result of failure to make all necessary examinations will be accepted as a basis for any claims for extra compensation or an extension of time. 8. Clarification.1 Notify Engineer not less than four (4) working days and Addenda before Tender Closing of omissions, errors or ambiguities found in Contract Documents. If Engineer considers that correction, explanation or interpretation is necessary, a written addendum will be issued. All addenda will form part of Contract Documents..2 Confirm in the Tender Form that all addenda have been received..3 All Pre-Closing questions shall be directed to: Snow Owl Consulting Inc Highway 10, PO BOX 192 New Germany, NS B0R 1E0 Attention: Thomas Chalmers, P.Eng. (902)

6 TOWN OF DIGBY SECTION WATERFRONT INFORMATION TO TENDERERS PAGE 3 9. Preparation of.1 Complete Tender Form provided with Project Tender Documents in ink. Tender all items and fill in all blanks. Have corrections initialed by person signing Tender. 10. Taxes.1 Include all taxes except Harmonized Sales Tax (HST) in tender unit prices. 11. Tender Security.1 Provide Tender Security in the amount of 10% (ten percent) of Total Tender Price with Tender in the form of a Certified Cheque or Money Order payable to the Owner, or a Bid Bond on CCDC Form 220, or other Owner approved form. 12. Contract.1 Refer to Section General Conditions, Security subsection GC11.2 Contract Security for form of Contract Security. Refer to Project Documents for amount of contract security and alternate type of contract security, if applicable. 13. Insurance.1 Refer to Section , General Conditions, subsection GC INSURANCE, for insurance required. 14. Form of.1 Form of Agreement is attached for information Agreement purposes only. 15. Return of.1 Tender Security will be returned to: Tender Security.1 All except the three lowest acceptable Tenderers within seven (7) days of Tender Opening..2 Two (2) remaining unsuccessful Tenderers within fourteen (14) days of date of Award..3 Successful Tenderer following receipt by Owner of executed Agreement, specified Contract Security, and Insurance documents.

7 TOWN OF DIGBY SECTION WATERFRONT INFORMATION TO TENDERERS PAGE Amendment or.1 Tenders may be amended or withdrawn by post or Withdrawal of . Tender.2 Amendment of individual unit prices is the only acceptable price amendment. Amendments shall not disclose either original or revised total price..3 Head amendment or withdrawal as follows: "[Amendment]/[Withdrawal] of Tender for [Name of Project] [Contract Number]". Sign as required for Tender, and submit at address given for receipt of Tenders. In order to be considered, submissions shall be received prior to time of Tender Closing. 17. Offer,.1 The Owner reserves the right to accept or reject Acceptance, any Tender and to cancel the tendering process and Rejection reject all tenders at any time prior to the award of Contract without incurring any liability to affected Tenderers. 18. Geotechnical.1 No Geotechnical investigation has been carried out Information at the site of the works. 19. Contingency.1 A Contingency Allowance is included in Section Allowance This amount covers any cost for extra work as directed by the Engineer which is not included in the items in the Schedule of Quantities and Unit Prices. Specific information regarding the use of this Contingency Allowance is provided in Section END OF SECTION

8 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 1 1. SALUTATION:.1 To:.2 For: The Town of Digby 147 First Ave, PO Box 579 Digby, NS B0V 1A0 TENDER NO Waterfront Promenade Renovation Intersection of Water and Sydney Streets, Digby, NS.3 From: 2. TENDERER DECLARES: That this tender was made without collusion or fraud. That the proposed work was carefully examined. That the Tenderer was familiar with local conditions. That Contract Documents and Addenda No. to inclusive were carefully examined. That all the above were taken into consideration in preparation of this Tender. 3. TENDERER AGREES: To enter into a contract to supply all labour, material and equipment and to do all work necessary to construct the Work as described and specified herein for the unit prices stated in Subsection 4 hereunder, Schedule of Quantities and Unit Prices. That the Estimated Contract Price shall be the sum of the products of the tendered unit prices times the estimated quantities in Subsection 4 hereunder. That this Tender is valid for acceptance for 60 days from Tender Closing. That measurement and payment for items listed in Subsection 4 hereunder shall be in accordance with corresponding items in Section Measurement and Payment.

9 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE To provide evidence of ability and experience within five (5) working days of request, including: experience in similar work, work currently under contract, senior supervisory staff available for the project, equipment available for use on the Work, and financial resources. To execute in triplicate the Agreement and forward same together with the specified contract security and insurance documents to the Owner within ten (10) working days of written notice of award. That failure to enter into a formal contract and give specified insurance documents and contract security within time required will constitute grounds for forfeiture of certified cheque or enforcement of bid bond. That if certified cheque is forfeited, Owner will retain difference in money between amount of Tender and amount for which Owner legally contracts with another party to perform the Work and will refund balance, if any, to Tenderer..9 That the Contract Documents include:.1 Standard Specifications for Municipal Services listed in Table of Contents Page Dated January Tender Form Section Form of Agreement Section Supplementary Specifications Section Measurement and Payment Section Drawings: 16TDIG01 / Issued for Construction / March 27,2016 / Rev 1.1: / Sheet 1 / Cover Page / Sheet 2 / Layout and Grading Plan / Sheet 3 / Construction Details 1 / Sheet 4 / Construction Details P / Survey of Existing Conditions / May 28, Addenda as issued and as confirmed in subsection 2.4 of this section.

10 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 3 PROMENADE RENOVATION TENDER NO APRIL 4, SCHEDULE OF QUANTITIES AND UNIT PRICES SUMMARY SHEET SUB TOTAL Part 1 EARTHWORK $ SUB TOTAL Part 2 STREET CONSTRUCTION $ SUB TOTAL Part 3 ADDITIONAL ITEMS $ CONTINGENCY ALLOWANCE 20% $ ESTIMATED CONTRACT PRICE (EXCLUDING HST) $ ADD HARMONIZED SALES TAX (15%) $ TOTAL PRICE $ TENDERER'S HST REGISTRATION NO.

11 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 4 PROMENADE RENOVATION TENDER NO APRIL 4, SCHEDULE OF QUANTITIES AND UNIT PRICES PART 1 EARTHWORK ITEM NO. 8 SUB NO. Demolition - Waterfront Deck Area : Remove existing street level wooden deck system and entire deck area railing system (c/w preservation of uppermost look off deck). UNIT OF MEAS. Lump sum EST. QUANT. 1 UNIT PRICE TOTAL PRICE Mass Excavation - Unsuitable Material: Remove existing curb, sidewalk, and 150mm unsuitable subgrade (incl. 600mm wide strip of asphalt along gutter line). Lump sum Mass Excavation - Unsuitable Material: Remove 150 mm unsuitable subgrade from underneath existing street level wooden deck. Lump sum 1 PART 1 EARTHWORK SUB TOTAL (Carry forward to Summary Sheet)

12 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 5 PROMENADE RENOVATION TENDER NO APRIL 4, SCHEDULE OF QUANTITIES AND UNIT PRICES PART 2 STREET CONSTRUCTION ITEM NO SUB NO. Gravels - New Deck Structure Base: 150mm Type 1 Gravel (to 100% Standard Proctor Density (SPD)) Asphalt Concrete - Pavement Reinstatement: 600mm wide strip adj. to new curb, c/w 100mm asphalt and 150mm Type 1 Gravel (to 100% SPD) Concrete Curb: as specified on contract drawings, c/w 150mm Type 1 Gravel (to 95% SPD) Concrete Sidewalk mm thick: as specified on contract drawings, c/w #6 6x6 WWM, 150mm Type 1 Gravel (to 100% SPD) UNIT OF MEAS. Square metre Square metre Lineal metre Square metre EST. QUANT Adjust Existing 58 Junction Box Cover - electrical junction Each 1 box on sidewalk Adjust Existing Catch 60 Basin - street CB near Each 1 S end of project Repair Existing 61 Retaining Wall - SE Corner: before pouring Each 1 new sidewalk UNIT PRICE TOTAL PRICE

13 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 6 PROMENADE RENOVATION TENDER NO APRIL 4, 2016 ITEM NO. SUB NO. UNIT OF MEAS. EST. QUANT. Protect poles in 62 sidewalk area with Each 2 neoprene bond breaker Adjust Street Light Standard Base - street 63 light near S end of Each 1 project: Match new sidewalk grade 64 Supply and Install 2" Electrical Conduit - for future Security Cameras: Shallow burial, approx. 17m long, in common trench w. exist. electrical between two deck lights immed. adj. sidewalk. Lump Sum 1 UNIT PRICE TOTAL PRICE PART 2 STREET CONSTRUCTION SUB TOTAL (Carry forward to Summary Sheet)

14 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 7 PROMENADE RENOVATION TENDER NO APRIL 4, SCHEDULE OF QUANTITIES AND UNIT PRICES PART 3 ADDITIONAL ITEMS ITEM NO SUB NO. Deck System - Pressure Treated Wood: As specified on contract drawings, c/w true 3x6 decking, 6x6 sleepers and scallop shell detail 45deg to rest of deck) - as shown on contract drawings, incl. preservation and reinstatement of uppermost lookoff deck Railing System - Pressure Treated Wood: As specified on contract drawings UNIT OF MEAS. Square metre Lineal metre EST. QUANT UNIT PRICE TOTAL PRICE PART 3 ADDITIONAL ITEMS SUB TOTAL (Carry forward to Summary Sheet)

15 TOWN OF DIGBY SECTION WATERFRONT TENDER FORM PAGE 8 5. COMPLETION TIME:.1 Tenderer agrees to complete the Work within weeks of written notification of award. 6. SIGNATURES: DATED THIS DAY OF, 2. [Seal] Name of Firm Tendering Witness Signature of Signing Officer Name and Title (Printed) Witness Signature of Signing Officer Name and Title (Printed) Company Address Telephone Number Fax Number *NOTE: Tenders submitted by or on behalf of any Corporation must be signed and sealed in the name of such Corporation by a duly authorized officer or agent. END OF SECTION

16 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 1 This Agreement made on the day of in the year BY AND BETWEEN The Town of Digby hereinafter called the "Owner" and hereinafter called the "Contractor" The Owner and the Contractor agree as follows: ARTICLE A1 - THE WORK The Contractor shall:.1 Perform the Work required by the Contract Documents for Digby Waterfront Promenade Renovation located at Intersection of Water and Sydney Streets for which the Agreement has been signed by the parties, and for which Snow Owl Consulting Inc. Thomas Chalmers, P.Eng. is acting as and is hereinafter called the Engineer and.2 do and fulfill everything indicated by this Agreement, and.3 commence the Work by the 9th day of MAY in the year 2016 and attain Substantial Performance of the work as certified by the Engineer by the 30th day of JUNE in the Year ARTICLE A2 AGREEMENTS AND AMENDMENTS This Contract supersedes all prior negotiations, representations or agreements, either written or oral, relating in any manner to the work, including the bidding documents that are not expressly listed in Article A3 of the Agreement.

17 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 2 ARTICLE A3 - CONTRACT DOCUMENTS The following is an exact list of the Contract Documents referred to in Article A1.1 of this Agreement and as defined in subsection 6 of Section DEFINITIONS. This list is subject to subsequent amendments in accordance with the provisions of the Contract Documents..1 STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES. Table of Contents Dated January Tender Form Section Form of Agreement Section Supplementary Specifications Section Measurement and Payment Section Drawings: 16TDIG01 / Issued for Construction / March 27,2016 / Rev 1.1: / Sheet 1 / Cover Page / Sheet 2 / Layout and Grading Plan / Sheet 3 / Construction Details 1 / Sheet 4 / Construction Details P / Survey of Existing Conditions / May 28, Addenda No. to No. ARTICLE A4 - CONTRACT PRICE.1 The Contract Price is the sum of the products of the estimated quantities multiplied by the appropriate Unit Prices in the Tender Form excluding the amount of Harmonized Sales Tax..2 The Contract Price is $.3 All amounts shall be in Canadian funds..4 The amounts shall be subject to adjustment as provided in the Contract Documents. ARTICLE A5 - PAYMENT.1 The Owner shall pay the Contractor in Canadian funds for the performance of the Contract..2 The Owner shall make monthly payments on account to the Contractor for the Work performed, as certified by the Engineer, subject to a 10% holdback..3 The amount of the monthly payments shall be calculated as follows:.1 The quantity for each pay item on which actual work has been performed shall be measured..2 For each Unit Price item this quantity shall be multiplied by the applicable Unit Price as provided in the Tender Form.

18 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 3.3 For each lump sum item, multiply the percent complete by the value of the lump sum item..4 The total value of work completed for the payment period shall be calculated by adding the total of the products for all pay items from 3.2 and 3.3 of this Article..5 The amount of the monthly payment shall be determined by deducting the 10% holdback and the total of all previous payments from the total value of such completed work as determined under 3.4 of this Article..6 To the amount calculated above, the Harmonized Tax will be added..4 The last day of the payment period shall be the last day of the month..5 Upon Substantial Performance of the Work as certified by the Engineer the Owner shall pay to the Contractor the holdback monies then due in accordance with the provisions of Section General Conditions, subsection GC5.8 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK..6 Upon the issuance of the final certificate for payment as certified by the Engineer, the Owner shall pay to the Contractor the balance of monies then due in accordance with the provision of Section General Conditions, subsection GC5.10 FINAL PAYMENT..7 In the event of loss or damage occurring where payment becomes due under the property and boiler insurance policies, payment shall be made to the Contractor in accordance with the provisions of Section General Conditions, subsection GC INSURANCE..8 If the Owner fails to make payment to the Contractor as it becomes due under the terms of the Contract, interest shall be payable as follows:.1 The annual interest rate applicable to the contract is % compounded monthly..2 Interest shall be calculated on the overdue balance from the due date.

19 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 4 ARTICLE A6 - RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING.1 Notices in writing will be addressed to the recipient at the address set out below..2 The delivery of a Notice in Writing will be by hand, by courier, by prepaid first class mail, or by facsimile or other form of electronic communication during the transmission of which no indication of failure of receipt is communicated to the sender..3 A Notice in Writing delivered by one party in accordance with this Contract will be deemed to have been received by the other party on the date of delivery if delivered by hand or courier, or if sent by mail it shall be deemed to have been received five (5) working days after the date on which it was mailed..4 A Notice in Writing sent by facsimile or other form of electronic communication shall be deemed to have been received on the date of its transmission provided that is such day is not a Working Day or if it is received after the end of normal business hours on the date of its transmission at the place of receipt, then it shall be deemed to have been received at the opening of business at the place of receipt on the first Working Day next following the transmission thereof..5 An address for a party may be changed by Notice in Writing setting out the new address delivered to the other party in accordance with this Article..1 The Owner at 147 First Ave, PO Box 579, Digby NS B0V1A0 Facsimile: eossinger@digby.ca.2 The Contractor at.3 The Engineer at 4913 Hwy 10, PO Box 192, New Germany NS B0R1E0 Phone: tc@snowowl.ca ARTICLE A7 - QUANTITIES AND MEASUREMENT.1 The quantities shown in Section Tender Form - Schedule of Quantities and Unit Prices are estimated..2 Measurement for the actual quantities used to determine payments and Contract Price shall be in accordance with Section Measurement and Payment.

20 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 5 ARTICLE A8 - SUCCESSION The aforesaid Contract Documents are to be read into and form part of the Agreement and the whole shall constitute the Contract between the parties and subject to law and the provisions of the Contract Documents shall inure to the benefit of and be binding upon the parties hereto, their respective heirs, legal representatives, successors and assigns. ARTICLE A9 - RIGHTS AND REMEDIES No action or failure to act by the Owner, Engineer, or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. ARTICLE A10 - TIME Time shall be construed as being the essence of the Contract.

21 TOWN OF DIGBY SECTION WATERFRONT FORM OF AGREEMENT PAGE 6 In witness whereof the parties hereto have executed this Agreement and by the hands of their duly authorized representatives. SIGNED AND DELIVERED In the presence of: OWNER Name of Owner The Town of Digby Witness Signature E. Tom Ossinger, Chief Admin. Officer Name and Title of Person Signing Witness Signature Name and Title of Person Signing CONTRACTOR Name of Contractor Witness Signature Name and Title of Person Signing Witness Signature Name and Title of Person Signing N.B. Where legal jurisdiction, local practice or Owner or Contractor requirements calls for (a) proof of authority to execute this document, attach such proof of authority in the form of a certified copy of a resolution naming the representative(s) authorized to sign the Agreement for and on behalf of the corporation or partnership; or (b) the affixing of a corporate seal, this Agreement should be properly sealed. END OF SECTION

22 TOWN OF DIGBY SECTION WATERFRONT SUPPLEMENTARY SPECIFICATIONS PAGE 1 1. General.1 Intent:.1 Construct the Work of this Contract in in accordance with the Standard Specifications for Municipal Services as developed and published by the Nova Scotia Road Builders Association and the Consulting Engineers of Nova Scotia Joint Committee on Contract Documents, except as modified herein..2 These Supplementary Specifications modify the specification sections to which they refer..3 The Supplementary Specifications take precedence over the Standard Specifications to which they refer. SECTION GENERAL REQUIREMENTS GC11.2 Contract Security Add the following:.3 The Contractor shall, prior to commencement of the Work, provide to the Owner a Performance Bond in the amount of 50% of the estimated Contract Price and a Labour and Materials Bond in the amount of 50% of the estimated Contract Price or an irrevocable Letter of Credit in the amount of 20% of the estimated Contract Price. The irrevocable Letter of Credit shall be issued to a certified financial institution and be valid for a period of 12 months from the date of the award. Costs associated with bonding and letters of credit shall be included in the Contract Price. SECTION GENERAL REQUIREMENTS 2. Summary of Work Add the following:.2 The Work to be completed under this contract includes the following:.1 Renovation of the Town of Digby s Waterfront Promenade Area at the Intersection of Water and Sydney Streets. The work is located in Digby, Nova Scotia, as shown on drawings 16TDIG01/Issued for Construction/March 27,2016 /Rev 1.1 by Snow Owl Consulting Inc..2 Replace the street level waterfront promenade deck, entire deck area wooden railing system, and sidewalk area between the deck and Water Street.

23 TOWN OF DIGBY SECTION WATERFRONT SUPPLEMENTARY SPECIFICATIONS PAGE 2.3 The work also requires repairing a portion of an existing concrete retaining wall, placement of a shallow 2 PVC electrical conduit under the new deck, replacement of a concrete entrance step in front of a private building, and adjustment of: sidewalk electrical box cover, street light base, and asphalt apron / inlet of an existing catchbasin..4 Performance of the Work includes but is not limited to the following, as indicated on the contract drawings:.1 Repair of a portion of an existing concrete retaining wall..2 Remove and replace approx. 140 sq. m of mixed media sidewalk with 150mm concrete sidewalk, complete with replacing unsuitable structural fills to a depth of 150mm..3 Remove and replace approx. 20 m of curb, complete with replacing unsuitable structural fills to a depth of 150mm. Reinstatement of excavation road bed and road asphalt covered by a warranty of 1 (one) year, if not satisfactory within the time period reinstatement shall be re-done..4 Remove and replace approx. 280 sq. m of wooden deck system, complete with pressure treated decking and sleepers, replacing unsuitable structural fills to a depth of 150mm, preservation and reinstatement of upper lookoff deck, and placement of approx. 17 m of 2 PVC electrical conduit in a shallow common trench with existing deck light electrical service infrastructure..5 Remove and replace approx. 150 m of pressure treated wooden deck railing..6 All environmental controls required during and after construction..7 All related work and incidentals with the above. 3. Scheduling Delete Clause 3.3 and replace with the following: and Coordination.3 Contractor will carry out and the Engineer will witness necessary tests and inspections. Add the following:.5 The Contractor is to ensure that all required permits and inspections by the various approval authorities are performed..6 The Contractor will address and repair any deficiencies within seven (7) calendar days of notification of each deficiency by the Owner.

24 TOWN OF DIGBY SECTION WATERFRONT SUPPLEMENTARY SPECIFICATIONS PAGE Temporary Site Facilities Delete Clause 10.3 and replace with the following:.3 Engineer s site office not required. Add the following:.6 Temporary power will be supplied by the Town..7 Temporary water will be supplied by the Town. 13. Substitutions Delete Clause 13.1 and replace with the following:.1 Where a particular brand of manufactured item is specified, it is to be regarded as the standard and requests for substitutions will not be considered until after award of Contract. Add the following section: 17. Environmental.1 Contractor is to respond directly to Nova Scotia Protection Environment regarding any and all comments concerning the construction site and is responsible for any directions or instructions given by Nova Scotia Environment..2 Clean existing streets, as required, to prevent mud from construction being deposited on streets and washed into a storm sewer system..3 Contractor is responsible to establish erosion and sediment controls prior to commencement of construction and maintain controls, as required, to ensure functionality and performance until approval for removal is received from the applicable agencies. SECTION MEASUREMENT AND PAYMENT Delete entire section and replace with new section, included with project tender documents. SECTION CONCRETE 2.2 Concrete Mix.1 Use Alternate (1)Performance. END OF SECTION

25 TOWN OF DIGBY SECTION WATERFRONT MEASUREMENT AND PAYMENT PAGE 1 GENERAL Unit prices are full compensation for the work necessary to complete each item in the Contract and in combination for all work necessary to complete the Work as a whole. For water, sanitary sewers and storm sewer systems include all of the following as required where individual quantities are not provided in the Tender Form: environmental protection, protection of existing trees, clearing and grubbing, common excavation, shoring, dewatering, bedding, backfilling, compaction, disposal of surplus common, joint restraints and thrust blocks, thrust anchors, testing, flushing and disinfection, dechlorination, marker stakes, tracer wire, traffic control, reinstatement and all incidentals. All measurement shall be along a horizontal plane unless otherwise indicated. The numbers of the items described below correspond to the numbers of the items in Section , subsection 4 - Schedule of Quantities and Unit Prices. Where required, pricing to include all items necessary to maintain traffic control as per Nova Scotia temporary Workplace Traffic Control Manual, current edition, and all other applicable local specifications during construction. CONTINGENCY ALLOWANCE 1. No payment will be made under this item unless authorized by Engineer. 2. Expenditures under the Contingency Allowance shall be authorized in accordance with Part 6, CHANGES - in the General Conditions.

26 TOWN OF DIGBY SECTION WATERFRONT MEASUREMENT AND PAYMENT PAGE 2 PROMENADE RENOVATION TENDER NO APRIL 4, 2016 PART 1 EARTHWORK 8 UNIT OF MEASURE Demolition - Waterfront Deck Area: Remove existing street level wooden deck (c/w sleepers) and entire deck area railing system, c/w preservation of uppermost look off deck. Lump Sum METHOD OF MEASURE N/A ITEM INCLUDES all demolition and disposal (as specified on contract drawings) Mass Excavation - Unsuitable Material. UNIT OF MEASURE Lump Sum METHOD OF MEASURE N/A ITEM INCLUDES all excavation of unsuitable material and disposal (as specified on contract drawings).

27 TOWN OF DIGBY SECTION WATERFRONT MEASUREMENT AND PAYMENT PAGE 3 PROMENADE RENOVATION TENDER NO APRIL 4, 2016 PART 2 STREET CONSTRUCTION UNIT OF MEASURE METHOD OF MEASURE ITEM INCLUDES UNIT OF MEASURE METHOD OF MEASURE ITEM INCLUDES Gravels - New Deck Structure Base: 150mm Type 1 Gravel compacted to 100% standard proctor density. Square metre scale tickets signed by Engineer or slope measure of indicated area at mean depth. supply, placement and compaction of gravel as indicated. Asphalt Concrete - Pavement Reinstatement: 600mm wide strip adj. to new curb, c/w 100mm asphalt and 150mm Type 1 Gravel base compacted to 100% standard proctor density. Square metre scale tickets signed by Engineer or slope measure of indicated area at mean depth. supply, placement and compaction as indicated including tack coat. Concrete Curb: as specified on contract drawings, c/w 150mm Type 1 Gravel base compacted to 100% standard proctor density. Lineal metre UNIT OF MEASURE METHOD OF MEASURE along top face of curb. ITEM INCLUDES curb, including supply and placing of backfill as indicated. Concrete Sidewalk mm thick: as specified on contract drawings, c/w #6 6x6 WWM, 150mm Type 1 Gravel base compacted to 100% standard proctor density. Square metre UNIT OF MEASURE METHOD OF MEASURE slope measure of indicated area. ITEM INCLUDES sidewalk, including supply and placing of reinforcement, base gravels, and backfill as indicated. Adjust Existing Junction Box Cover - electrical junction box on sidewalk UNIT OF MEASURE Each METHOD OF MEASURE N/A raising or lowering existing valve box ITEM INCLUDES covers including replacement of any components as necessary.

28 TOWN OF DIGBY SECTION WATERFRONT MEASUREMENT AND PAYMENT PAGE Adjust Existing Catch Basin - street CB near S end of project UNIT OF MEASURE Each METHOD OF MEASURE N/A raising and lowering existing frames and covers including replacement of shaft ITEM INCLUDES sections, intermediate sections and grade rings as necessary. Repair Existing Retaining Wall - SE Corner: Performed before pouring new sidewalk UNIT OF MEASURE Each METHOD OF MEASURE N/A ITEM INCLUDES all work as specified on contract drawings. Protect utility poles in sidewalk area with neoprene bond breaker UNIT OF MEASURE Each METHOD OF MEASURE N/A supply and install neoprene bond breaker ITEM INCLUDES around poles as indicated on contract drawings. Adjust Street Light Standard Base - street light near S end of project: To match new sidewalk grade UNIT OF MEASURE Each METHOD OF MEASURE N/A raising or lowering existing concrete light ITEM INCLUDES standard base, including replacement of any components as necessary. Supply and Install 2" Electrical Conduit - For Future Security Cameras: Shallow burial beneath deck structure, approx. 17m long, in common trench w. exist. electrical between the 2 deck lights immediately adjacent to sidewalk UNIT OF MEASURE Lump sum METHOD OF MEASURE N/A ITEM INCLUDES supply and install conduit as indicated.

29 TOWN OF DIGBY SECTION WATERFRONT MEASUREMENT AND PAYMENT PAGE 5 PROMENADE RENOVATION TENDER NO APRIL 4, 2016 PART 3 ADDITIONAL ITEMS 86 UNIT OF MEASURE Deck System - Pressure Treated Wood: As specified on contract drawings, c/w true 3x6 decking, 6x6 sleepers and scallop shell detail 45deg to rest of deck) - as shown on contract drawings, incl. preservation and reinstatement of uppermost lookoff deck Square metre METHOD OF MEASURE slope measure of indicated area. ITEM INCLUDES all work and materials as indicated. 87 UNIT OF MEASURE Railing System - Pressure Treated Wood: As specified on contract drawings Lineal metre METHOD OF MEASURE along length of railing post to post. ITEM INCLUDES all work and materials as indicated. END OF SECTION