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Home My WebLink About08 165 Tender Reconstruction South/William/Charles/Wall Golf Links & Glencoe Sts e e e e THE CORPORATION OF THE MUNICIPALITY OF KINCARDINE BY-LAW NO. 2008 -165 BEING A BY-LAW TO ACCEPT A TENDER FOR THE RECONSTRUCTION OF SOUTHIWILLlAM/CHARLESIWALLlGOLF LINKS AND GLENCOE STREETS WITHIN THE MUNICIPALITY (Omega Contractors Inc.) WHEREAS Section 44 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended, provides that a municipality that has jurisdiction over a highway or bridge shall keep it in a state of repair that is reasonable in the circumstances, including the character and location of the highway or bridge; AND WHEREAS pursuant to the said Municipal Act, Section 8 (1) and 9 provide that the powers of a municipality under this or any other Act shall be interpreted broadly so as to confer broad authority on the municipality to enable the municipality to govern its affairs as it considers appropriate and to enhance the municipality's ability to respond to municipal issues and has the capacity, rights, powers and privileges of a natural person for the purpose of exercising its authority under this or any other Act; AND WHEREAS the Council of The Corporation of the Municipality of Kincardine deems it expedient to accept a tender to complete the reconstruction of SouthlWilliam/CharleslWall/Golf Links and Glencoe Streets, within the Municipality of Kincardine; NOW THEREFORE the Council of The Corporation of the Municipality of Kincardine ENACTS as follows: 1. That the tender of Omega Contractor Inc. for the 2008 Street Reconstruction Project, as detailed in Report No. PWM 2008-26, in the amount of $1 ,820,725.10, excluding GST, be hereby accepted. 2. That the Mayor and CAO be hereby authorized to sign, on behalf of the Council of the Municipality of Kincardine, any contracts and other documents required to authorize such work to commence. 3. This by-law shall come into full force and effect upon its final passage. 4. This by-law may be cited as the "Street Reconstruction SouthlWilliam/CharleslWall/Golf Links/Glencoe (Omega Contractors Inc.) Tender Acceptance By-law". .../2 e e e e Page 2 Street Reconstruction SouthlWilliam/CharleslWall/Golf Links/Glencoe (Omega Contractors Inc) Tender Acceptance By-law By-law No. 2008 - 165 READ a FIRST and SECOND TIME this 1 st day of October, 2008 g. 0 9C Mayor ~~~~ Clerk READ a THIRD TIME and FINALLY PASSED this 1st day of October, 2008 6-1/2C .- ayor D..-... ~~~ Clerk Plan takers shall note the following: (1) Page T -16 has been replaced with the attached T -16 (Revised) Item 53 has been amended to reflect the existing ground conditions. The quantity has been reduced to 100m of positive dewatering with well points and this item is now a provisional item. This item does not cover dewatering of the excavation where the trench can be kept dry by means of a sump pump and all regular construction procedures. Those costs shall be included in the unit price bid for the pipe installation. (2) Co- ordination of Work by Others Kincardine Cable TV is proposing to install conduit along the east side of William Street from Broadway to South Street, along the south side of South Street from William Street to James Street, along the south side of Wall Street from William Street to James Street and also along the west side of Charles from Broadway to Wall Street. The Contractor shall co- ordinate his work with Kincardine Cable TV for the installation of the new ducts. When it is impossible to be working in the area at the same time, a barrier will have to be maintained to have separation in time and space between the Contractor and the utility company. Where necessary, the Contractor shall move the , operation to another part of the contract and give the utility sufficient time to complete ' any work deemed necessary at that time during the contract. (3) Page T -2, Item No. 1, Clearing (trees all sizes) Under Qty/Unit it shall now read 1 Ea. Please make this change manually and refer to Addendum No. 4. (4) Page T -2, Item No. 2, Grubbing (stumps all sizes) Under Qty/Unit it shall now read 1 Ea. Please make this change manually and refer to ' Addendum No. 4. (5) Page T -10, Item No. 38 Supply and Install Safety Platforms Under Qty/Unit it shall now read 2 Ea. Structure No. 42 does not require a safety platform. Please make this change manually and refer to Addendum No. 4. Municipality of Kincardine 2008 Street Reconstruction Contract No. 07105 ADDENDUM NO. 4 Plan takers shall note the following: (1) Page T -16 has been replaced with the attached T -16 (Revised) Item 53 has been amended to reflect the existing ground conditions. The quantity has been reduced to 100m of positive dewatering with well points and this item is now a provisional item. This item does not cover dewatering of the excavation where the trench can be kept dry by means of a sump pump and all regular construction procedures. Those costs shall be included in the unit price bid for the pipe installation. (2) Co- ordination of Work by Others Kincardine Cable TV is proposing to install conduit along the east side of William Street from Broadway to South Street, along the south side of South Street from William Street to James Street, along the south side of Wall Street from William Street to James Street and also along the west side of Charles from Broadway to Wall Street. The Contractor shall co- ordinate his work with Kincardine Cable TV for the installation of the new ducts. When it is impossible to be working in the area at the same time, a barrier will have to be maintained to have separation in time and space between the Contractor and the utility company. Where necessary, the Contractor shall move the , operation to another part of the contract and give the utility sufficient time to complete ' any work deemed necessary at that time during the contract. (3) Page T -2, Item No. 1, Clearing (trees all sizes) Under Qty/Unit it shall now read 1 Ea. Please make this change manually and refer to Addendum No. 4. (4) Page T -2, Item No. 2, Grubbing (stumps all sizes) Under Qty/Unit it shall now read 1 Ea. Please make this change manually and refer to ' Addendum No. 4. (5) Page T -10, Item No. 38 Supply and Install Safety Platforms Under Qty/Unit it shall now read 2 Ea. Structure No. 42 does not require a safety platform. Please make this change manually and refer to Addendum No. 4. -2— B. M. ROSS AND ASSOCIATES LIMITED Consulting Engineers 62 North Street Goderich, ON N7A 2T4 Phone: (519) 524 -2641 Fax: (519) 524 -4403 www.bmross.net August 28, 2008 C'ontractor's Signature Date (Bidders shall sign and date all addenda and attach copies to the submitted Tender) (Faxed to all Plan Takers — 3 pages +Addendum Receipt Confirmation) T -16 (Revised) Item Spec. # Description Qty./Unit Price Amount 48 314, SP Supply and place imported granular 250 t $ $ bedding where conditions warrant and as directed 49 SP Backfilling of new water services during 4 Ea. $ $ testing and disinfecting and excavation to connect to existing services where 1 conditions warrant and as directed 50 577, SP Erosion control blanket 1400 m' $ $ Total Provisional Items -- $ MISCELLANEOUS ITEMS (Inclusive to all Parts) 51 543, SP Traffic control 1 L.S. $ 52 SP Silt fencing 30 in $ $ 53 517,518 577, SP Dewatering, Positive with Well Points (Provisional) 100 in $ $ I 54 SP Cost of 100% Performance Bond 1 L.S. $ and cost of insurance 55 SP Material and compaction testing 1 L.S. $ 5,000.00 (quality control) 56 SP Contingency Allowance 1 L.S. $ 100,000.00 ' 57 SP Lump sum to cover all other 1 L.S. $ requirements of the contract not specifically covered by or related to the preceding items 1 ' Plan takers shall note the following: ' Municipality of Kincardine 2008 Street Reconstruction Date for Receiving Tenders Contract No. 07105 (2) Drawing No. 7 of 11 ADDENDUM NO.3 ' Plan takers shall note the following: ' (1) Date for Receiving Tenders The tender closing date has been revised to 2:00 p.m., Tuesday, September 2, 2008. (2) Drawing No. 7 of 11 Structure No. 46, 701.010, has a top of grate elevation of approximately 190.50, Invert I SW 188.60, Invert 188.60. (3) Drawing No. 11 of —Glencoe Street Structure No. 67 has been revised to an OPSD 705.030 ditch inlet catch basin. Item 25 (c) 600 mm x 600 mm DI has no changes. Please make this change manually and ' refer to Addendum No. 3. (4) Page T -8, Item 25 a) Supply and place 600 mm x 600 mm (OPSD 705.010) ' "5 Under Qty /Unit it shall now read Ea." Please make this change manually and refer to Addendum No. 3. Page T Item No. 26 (5) -9, a) Supply and place 1200 mm manhole (701.010) Under Qty /Unit it shall now read "5 Ea. ". Please make this change manually and refer to Addendum No. 3. ' (6) Permit to Take Water An application for a Groundwater Category 2 Permit to Take Water for dewatering will be applied for by the Municipality. This application is for short-term, non - recurring taking less than 30 consecutive days and ' less than 400,0001itres /day. (7) Page SP -38, Item 53 Dewatering ' In addition to the special provision for dewatering the following environmental commitments shall apply: t The Contractor shall maintain a record of all water takings. This record shall include the dates and times of water takings, the rates of pumping, and an estimated calculation of ' the total amounts of water pumped per day for each day that water is taken. The Contractor shall keep all records up to date and available at or near the site of the taking. 1 -2- The Contractor shall establish at least two observation wells that are open to the geologic 1 formation being dewatered. The wells shall be constructed such that the Contractor is able to measure the impacts to the water table that result from the water taking. The wells shall be installed at different distances from the location of dewatering. At least 1 two measurements of the depth to the water table shall be obtained prior to the commencement of water taking. Measurements of the depth to water table shall be obtained once per day during the first week of water taking and then once per week for the remainder of the period of water taking, or as detailed on the permit. The discharged water from the dewatering operation shall be controlled as per OPSS 518 1 Construction Specification for Control of Water from Dewatering Operations. Flow check dams shall be installed as per OPSS 577 Construction Specification for Temporary Erosion and Sediment Control Measures. 1 11 i I� ul 1 1 [I 1 Il 1 B. M. ROSS AND ASSOCIATES LIMITED Consulting Engineers 62 North Street Goderich, ON N7A 2T4 Phone: (519) 524 -2641 Fax: (519) 524 -4403 www.bmross.net August 20, 2008 (,-r" y Contractor's Signature O C76 - 710Q58 Date (Bidders shall sign and date all addenda and attach copies to the submitted Tender) (Faxed to all Plan Takers — 2 page +Addendum Receipt Confirmation) 1 Plan takers shall note the following: (1) Date for Receiving Tenders The tender closing date has been revised to 10:00 a.m., Tuesday, September 2, 2008. 1 (2) The Contractor shall note that Part 2, Golf Links Road and Glencoe Street shall be completed by December 1, 2008. Each block of work started in 2008 shall be completed, including base course of asphalt and sidewalks. ' Should the weather conditions be unfavourable to complete the proper placement of concrete or asphalt as specified, the Contractor shall, at his expense, restore the surface temporarily for the winter with asphalt and remove this asphalt in the spring. The Contractor shall consider these requirements when determining the scope of work to be scheduled for 2008. 1 I 1 The balance of the work shall be completed by May 20, 2009. If requested, Substantial Performance may be considered on the work completed up to December 1, 2008. The full amount of the guaranteed maintenance will be held until one year after full completion of the project. B. M. ROSS AND ASSOCIATES LIMITED Consulting Engineers 62 North Street Goderich, ON N7A 2T4 Phone: (519) 524-2641 Fax: (519) 524 -4403 www.bmross.net August 15, 2008 oc 0 3En - 7 leXA Contractor's Signature Date (Bidders shall sign and date all addenda and attach copies to the submitted Tender) (Faxed to all Plan Takers — I page +Addendum Receipt Confirmation) Municipality of Kincardine ' 2008 Street Reconstruction Contract No. 07105 ADDENDUM NO.2 ' Plan takers shall note the following: (1) Date for Receiving Tenders The tender closing date has been revised to 10:00 a.m., Tuesday, September 2, 2008. 1 (2) The Contractor shall note that Part 2, Golf Links Road and Glencoe Street shall be completed by December 1, 2008. Each block of work started in 2008 shall be completed, including base course of asphalt and sidewalks. ' Should the weather conditions be unfavourable to complete the proper placement of concrete or asphalt as specified, the Contractor shall, at his expense, restore the surface temporarily for the winter with asphalt and remove this asphalt in the spring. The Contractor shall consider these requirements when determining the scope of work to be scheduled for 2008. 1 I 1 The balance of the work shall be completed by May 20, 2009. If requested, Substantial Performance may be considered on the work completed up to December 1, 2008. The full amount of the guaranteed maintenance will be held until one year after full completion of the project. B. M. ROSS AND ASSOCIATES LIMITED Consulting Engineers 62 North Street Goderich, ON N7A 2T4 Phone: (519) 524-2641 Fax: (519) 524 -4403 www.bmross.net August 15, 2008 oc 0 3En - 7 leXA Contractor's Signature Date (Bidders shall sign and date all addenda and attach copies to the submitted Tender) (Faxed to all Plan Takers — I page +Addendum Receipt Confirmation) I 1 I t_J 11 1 I Municipality of Kincardine 2008 Street Reconstruction Contract No. 07105 ADDENDUM NO. 1 Plan takers shall note the following: (1) Test Pits Test pits will be dug by the Owner at Golf Links Road on Tuesday, August 26, 2008 at 9:00 a.m, sharp. (2) Certificate of Approval A Certificate of Approval from the Ontario Ministry of the Environment was applied for on August 1, 2008. Tenderers are advised that construction will not be allowed to commence until a Certificate of Approval is received by the Owner. B. M. ROSS AND ASSOCIATES LIMITED Consulting Engineers 62 North Street Goderich, ON N7A 2T4 Phone: (519) 524 -2641 Fax: (519) 524 -4403 www.bmross.net August 6, 2008 Contractor's Signature nci o13eQ 7 1704 Date (Bidders shall sign and date all addenda and attach copies to the submitted Tender MUNICIPALITY OF KINCARDINE 2008 STREET RECONSTRUCTION CONTRACT NO. 07105 Municipality of Kincardine 2008 Street Reconstruction Contract No. 07105 INDEX TO CONTRACT DOCUMENTS Description Addendum No. 1 Information to Bidders Tender Form of Tender Statement re Sub - Contractors Agreement to Bond Performance Bond Schedule of Plans, Specifications, General Conditions & Standards Index to Special Provisions Special Provisions Supplemental General Conditions General Conditions — OPSS.MUNI 100 Rev. Date: 11/2006 Form of Agreement Municipality of Kincardine Corporate Statement Occupational Health and Safety Contract Release Statutory Declaration re Payment of Accounts Statutory Declaration re Liens and Liabilities Standards Page Front Cover IB- 1 -IB -10 T -1 - T -17 T -A & T -B SP -1 to SP- 40 SGC -1 I_RISQI I [1 1 1 J 1 1 INFORMATION TO BIDDERS 1 i 1 1 [1 1 1 1 i 1 i F: \wp \Contracts \Forms \Info. to Bidders.doc u I INDEX TO INFORMATION TO BIDDERS (March 2008) , 1) Date and Place for Receiving Tenders IB -1 2) Tender Deposit I13-1 ' 3) Submission of Tender IB -I 4) Clarification I13-2 5) Withdrawal of Tender I13-2 ' 6) Disqualification of Tender IB -2 7) 8) Form of Agreement Competency of Bidders IB -2 IB -2 ' 9) Sub- Contractors IB -3 10) Tender Acceptance IB -3 11) Performance Bond 113-3 ' 12) Insurance IB -3 13) Completion Date and Liquidated Damages IB -4 14) Disposal and Use of Excavated and Excess Materials I13-5 , 15) Taxes IB -5 16) Regulation of Pits and Quarries I13-6 17) Salvageable Material I13-6 18) Geotechnical Investigation Report IB -6 ' 19) Utilities IB -6 20) Occupational Health and Safety Act IB -6 21) Workplace Safety and Insurance Board Certificates 113-6 ' 22) Contract Release IB -7 23) Use of Premises 113-7 24) Permit for Taking Water in Excess of 50,000 Litres Per Day I13-7 , 25) Hot Mix Plant - Environmental Protection Act IB -7 26) Restrictions on Open Burning 113-7 27) Night, Sunday, and Holiday Work IB -8 ' 28) Drainage 113-8 29) Bribery 113-8 30) Provisions for Traffic, Access, and Protection IB -8 ' 31) Cold Weather Concrete 113-9 32) Falsework IB -9 33) Excess Loading of Motor Vehicles IB -9 ' 34) Protection of Trees IB -10 35) Ontario Provincial Standards IB -10 36) Guaranteed Maintenance IB -10 ' 37) Garbage Collection and Blue Box Recycling IB -10 11 INFORMATION TO BIDDERS ' 1) DATE AND PLACE FOR RECEIVING TENDERS: Tenders will be received by: Jim O'Rourke, Public Works Manager Municipality of Kincardine, 1475 Concession 5, R. R. 5 Kincardine, ON N2Z 2X6 until: 12:00 noon, Friday, August 29, 2008 ' as stated in the official tender call advertisement. ' 2) TENDER DEPOSIT: Each tender must be accompanied by a tender deposit in the form of a certified cheque payable to: Municipality of Kincardine for the amount of: One Hundred Thousand Dollars ($100,000.00). IB -1 This deposit shall serve as evidence of good faith that if awarded the contract, the bidder will execute and enter into a formal agreement with the Owner within the time required and will furnish the security required to secure the performance of the terms and conditions of this contract. The tender deposit of the bidder whose tender is accepted shall be forfeited by him should he fail to execute a contract and provide the satisfactory bonds, referred to hereafter, within ten (10) days after receiving written notice from the Contract Administrator of the award of the contract to him. The deposits of unsuccessful bidders will be returned within thirty (30) days of the award of the contract. The deposit of the successful bidder shall be returned upon receipt of the performance bond and the signed contract. 3) SUBMISSION OF TENDER: a) Form of Tender: Tenders shall be submitted on the blank form herewith provided and shall give the lump sum and /or unit prices for the work, and the total tender shall be described in both words and figures. Bidders will be required to add Goods and Services Tax on the tender form in the space provided. The tender shall be signed by the bidder on page T -B of the Form of Tender and delivered in a sealed, opaque envelope, clearly marked TENDER IB -2 b) Statement re Sub - Contractors: ' Where included in the contract documents, each bidder shall complete along with the tender, a list of proposed Sub - Contractors showing the value of the work to be sublet to each. The value of work sublet shall not exceed 50% of the total work to any one subcontractor without written authorization of the Contract Administrator. Failure to provide this list may render the tender invalid. C) Agreement to Bond: ' Bidders must have the "Agreement to Bond" forms, or equivalent, of this contract completed by their ' bonding company, and the same must be submitted with their tender in order to validate their bid. d) Addenda: Bidders shall sign and date all addenda and attach copies to the submitted Tender. 4) CLARIFICATION: , Any details in question on this contract or in the accompanying plans shall be clarified by the bidder prior to submitting the bid. The unit prices as tendered shall include the supply of all permits, labour, ' equipment, and materials except where noted that are necessary to complete the contract. 5) WITHDRAWAL OF TENDER: , A bidder will be allowed to withdraw their tender unopened after it has been deposited if such request is received in writing prior to the time specified for the closing of tenders. ' 6) DISQUALIFICATION OF TENDER: Tenders will not be considered where: ' a) They are received after the official closing time stated in the advertisement. b) They are not properly executed, and the associated documentation is not complete. , C) They are not accompanied by a certified deposit cheque. d) They are submitted by "Fax ". More than one tender from an individual, firm, partnership or association under the same or different , names will not be considered. Collusion between bidders will be sufficient cause for rejection of all tenders so affected. 7) FORM OF AGREEMENT: ' It is not necessary to complete the "Form of Agreement' when submitting your tender, but the successful ' bidder shall be required to complete the form upon notification of the award of the contract. 8) COMPETENCY OF BIDDERS: , Bidders and Sub - Contractors must be capable of performing the various items of work bid upon. They may be required to furnish a statement covering experience on similar work, list of machinery available for ' the proposed work, and such statements of their financial resources as may be deemed necessary. 1 I13-3 9) SUB - CONTRACTORS: The Contract Administrator shall reserve the right to review the Sub - Contractors proposed at the time of tendering and to approve any Sub - Contractors proposed after the contract is awarded. 10) TENDER ACCEPTANCE: Bidders are notified that any unbalanced items, errors, or omissions in the tender may render the tender invalid. ' Contractors are notified that each tender shall continue open to acceptance by the Owner until the formal contract is executed by the successful bidder or until at least thirty (30) days after the tender closing date, ' whichever occurs first. The Owner may at any time within that period, without notice, accept this tender whether any other tender had been previously accepted or not. The accepted bidder shall provide a Clearance Certificate from the Workplace Safety and Insurance Board. ' 11) PERFORMANCE BOND: ' The Bidder, upon receipt of written notice from the Owner awarding the contract, shall provide a Performance Bond for the amount of one hundred percent (100 %) of the total tender to guarantee the performance of all obligations of the contract. This Bond shall be supplied to the Owner within ten (10) ' days of the acceptance of the tender, and shall be at the expense of the Contractor. 12) INSURANCE: In addition to the requirements stated in the General Conditions for Contractor's Insurance, the following will apply: a) Liability Insurance: The Contractor shall provide policies of General Liability, Automobile Liability and Aircraft and Watercraft Liability Insurance to the requirements of Sections GC6.03.02, GC6.03.03 and GC6.03.04 respectively. b) Property and Boiler Insurance: No Property or Boiler Insurance will be required for this contract. C) GC 6.03.02.01 has been amended as follows: ' General liability insurance and completed operations coverage shall both be in the name of the Contractor, with the Owner and the Contract Administrator named as additional insureds, both with the limits of not less than five million dollars inclusive per occurrence for bodily injury, ' death, and damage to property including loss thereof, with a property damage deductible of not more than $5,000. The form of this insurance shall be the Insurance Bureau of Canada Form IBC 2100. d) GC 6.03.07.01 has been amended as follows: ' The duration of each insurance policy, excluding completed operations coverage shall be from the date of commencement of the Work until 10 days after the date of Final Acceptance of the Work, , as set out in the final Acceptance Certificate. Completed operations coverage shall be maintained for six years from the date of Final Acceptance. C) All other insurance provisions of Section GC6 of the General Conditions shall apply. ' 13) COMPLETION DATE AND LIQUIDATED DAMAGES: , a) Time: Time shall be the essence of this agreement. , b) Progress of the Work and Time for Completion: The Contractor shall complete this contract in its entirety by: December 1, 2008. If the Contractor is delayed in the completion of the work, ' 1) by reason of changes or alterations made under Section GC3.07 of the General Conditions; 2) by reason of any breach of contract or prevention by the Owner or other Contractor of the Owner ' or any employee of any one of them; 3) by reason of delay by the Owner issuing instructions or information or in delivering materials; 4) by any other act or neglect of the Owner or any other Contractor of the Owner or any employee of any one of them; ' 5) for any cause beyond the reasonable control of the Contractor; or 6) by Acts of God, or of the Public Enemy, Acts of the Province or of any Foreign State, Fire, Floods, , Epidemics, Quarantine Restrictions, Embargoes or delays of Sub - Contractors due to such causes, the time of completion shall be extended in writing at any time on such terms and for such period as shall ' If this time limit above specified is not sufficient to permit completion of the work by the Contractor ' working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and /or augmented daylight shifts will be required throughout the life of the contract to the extent ' deemed necessary by the Contractor to ensure that the work will be completed within the time limit ' specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed , therefore. , If the Contractor is delayed in the completion of the work, ' 1) by reason of changes or alterations made under Section GC3.07 of the General Conditions; 2) by reason of any breach of contract or prevention by the Owner or other Contractor of the Owner ' or any employee of any one of them; 3) by reason of delay by the Owner issuing instructions or information or in delivering materials; 4) by any other act or neglect of the Owner or any other Contractor of the Owner or any employee of any one of them; ' 5) for any cause beyond the reasonable control of the Contractor; or 6) by Acts of God, or of the Public Enemy, Acts of the Province or of any Foreign State, Fire, Floods, , Epidemics, Quarantine Restrictions, Embargoes or delays of Sub - Contractors due to such causes, the time of completion shall be extended in writing at any time on such terms and for such period as shall be determined by the Contract Administrator, and notwithstanding such extensions, time shall continue to ' be deemed of the essence of this contract. An application by the Contractor for an extension of time as herein provided shall be made to the Owner in ' writing at least fifteen (15) days prior to the date of completion fixed by the contract. All bonds or other surety furnished to the Owner by the Contractor shall be amended where necessary at the expense of the Contractor to provide coverage beyond the date of any extension of time granted, and the Contractor shall , furnish the Owner with evidence of such amendment of the bonds or other surety. I IB -5 ' Any extension of time that may be granted to the Contractor shall be so granted and accepted without prejudice to any rights of the Owner whatsoever under this contract, and all such rights shall continue in full force and effect after the time limited in this contract for the completion of the work and whenever in ' this contract power and authority is given to the Owner or the Contract Administrator or any person to take any action consequent upon the act, default, breach, neglect, delay, non - observance or non - performance by the Contractor in respect of the work or contract, or any portion thereof, such powers or authorities may be exercised from time to time and not only in the event of the happening of such contingencies before the time limited in this contract for the completion of the work but also in the event of the same happening after the time so limited in the case of the Contractor being permitted to proceed with the execution of the ' work under an extension of time granted by the Contract Administrator. C) Liquidated Damages: ' It is agreed by the parties to the contract that in case all the work called for under the contract is not finished or completed within the date of completion, damages will be sustained by the Owner, and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the ' Owner will sustain in the event of and by reason of such delay and the parties hereto agree that the Contractor will pay to the Owner the sum of One Thousand Dollars ($1,000.00) per day for liquidated damages for each and every calendar day's delay in finishing the work beyond the date of completion prescribed, and it is agreed that this amount is an estimate of actual damage to the Owner which will accrue during the period in excess of the prescribed date of completion. The Owner may deduct any amount under this paragraph from any monies that may be due or payable to the Contractor on any account whatsoever. The liquidated damages payable under this paragraph are in addition to and without prejudice to any other remedy, action or other alternative that may be available to the Owner. 14) DISPOSAL AND USE OF EXCAVATED AND EXCESS MATERIALS: OPSS 180 shall apply to this contract. Excess materials shall be disposed of within or outside of the contract limits as set out elsewhere in the contract. 15) TAXES: ' a) Ontario Retail Sales Tax: Contractors shall pay any applicable Ontario Retail Sales Tax and include this price in their bids. ' b) Federal Goods and Services Tax: The 5% Federal Goods and Services Tax will be paid on all work performed within the contract. It will be ' listed as a separate item on all tender documents and adjusted on final payment in accordance with the final contract price. L] IB -6 16) REGULATION OF PITS AND QUARRIES: Bill 120, An Act to Regulate Pits and Quarries and to Provide for their Rehabilitation shall be applicable in such parts of Ontario as the Lieutenant Governor shall from time to time designate by Regulation. All costs related to this specification will be deemed to have been included in the appropriate tender items and no separate payment will be made therefore. 17) SALVAGEABLE MATERIAL: All existing materials along the line of construction deemed salvageable by the Contract Administrator shall be delivered to the storage site designated by the Contract Administrator. All other materials that, in the opinion of the Contract Administrator, cannot be salvaged shall be disposed of outside the limits of the contract, as directed by the Contract Administrator or at locations arranged for by the Contractor at his own expense. The Contractor will be responsible for all clean -up after construction to the complete satisfaction of the Contract Administrator. 18) GEOTECHNICAL INVESTIGATION REPORT: If a geotechnical investigation was performed for this contract, the report will be made available at the office of the Contract Administrator for inspection by any bidder but the office of the Contract Administrator assumes no responsibility for any errors or omissions which may be inherent in the soils report. Neither the Owner nor the Contract Administrator warrants interpretations of data or opinions expressed in any subsurface report. 19) UTILITIES: The location and depth of the utilities shown on the contract drawings are based on information obtained from the applicable operating authority. It is the Contractor's responsibility to contact the Municipal Authorities or Utility Companies for further information in regard to the exact location of these utilities or other utilities not shown on the drawings and to exercise the necessary care in construction operations and to take such other precautions as are necessary to safeguard the utilities from damage. This provision shall also apply to all storm and sanitary sewers, and the Contractor shall be completely responsible for the replacement or repair of any utilities or sewers damaged because of their operations. The Contractor shall adhere to the requirements for pipe support as provided by the utility company. 20) OCCUPATIONAL HEALTH AND SAFETY ACT The Contractor's attention is drawn to the regulations issued by the Ministry of Labour for the Province of Ontario under the Occupational Health and Safety Act. The Contractor acknowledges that they will comply with these regulations and that they will be the Constructor under said Act as it relates to the completion of this contract. 21) WORKPLACE SAFETY AND INSURANCE BOARD CERTIFICATES The Contractor shall submit a current clearance certificate from the Workplace Safety and Insurance Board (WSIB) in advance of each monthly payment. Payment certificates will not be issued without receipt of a valid Workplace Safety and Insurance Board Certificate. 11 11 LJ 1] 1 1 [1 11 IB -7 ' 22) CONTRACT RELEASE: Prior to receiving the Statutory Holdback Release Payment Certificates based on Substantial Performance ' or Completion, the Contractor shall complete, in triplicate, the Contract Release, the Statutory Declaration re Payments of Accounts and the Statutory Declaration re Liens & Liabilities on the forms bound herein. Only the original, signed forms will be accepted by the Contract Administrator. ' 23) USE OF PREMISES: The Contractor shall confine the apparatus, the storage of materials, and the operations of workers to limits indicated by law, ordinances, permits or directions of the Contract Administrator and shall not unreasonably encumber the premises with materials. Use of any adjacent property for storage purposes will be the Contractor's full responsibility and will in no way involve the Owner. The Contractor shall secure permission from each property owner before trespassing on any property. 24) PERMIT FOR TAKING WATER IN EXCESS OF 50,000 LITRES PER DAY: ' Where the Contractor will require water in excess of 50,000 litres per day, a permit must be obtained as per The Ontario Water Resources Act. A permit may be obtained by making an application to the Ministry of the Environment. 25) HOT MIX PLANT -- ENVIRONMENTAL PROTECTION ACT: ' The attention of the Contractor is drawn to the Environmental Protection Act, RSO 1980, and regulations under this Act. Compliance with these regulations does not relieve the Contractor of contractual ' obligations as set out in the General Conditions, Section GC7.01. 26) RESTRICTIONS ON OPEN BURNING: Any open burning must be in conformity with local municipal by -laws, regulations pursuant to The Ontario Fire Code and the conditions noted below. Open burning which does not conform to these policies may be in contravention of the Environmental Protection Act, RSO 1990. a) The Contractor shall assume full responsibility for conducting open burning in accordance with ' the safety measures required by police and fire services and the Ministry of Natural Resources and other regulatory bodies having jurisdiction. b) Open burning is prohibited in areas subjected to a smog alert advisory as issued by the MOE. c) The Contractor shall inform the District Officer of the Regional Operations Division of the Ministry of Environment, one week in advance, of the date when burning will commence. d) All open fires shall be limited as much as possible to daylight hours. e) All open fires shall be attended at all times. f) Open burning shall be located within the contract limits, no closer than 30 in to water bodies, and no closer than 150 in to any dwelling and shall be conducted in a manner that prevents odour, excessive smoke, material discomfort to nearby recipients, and a decrease in visibility on any roadway. g) No open fires shall be maintained when the wind is in such a direction as to cause a decrease in visibility on any highway. ' h) Open fires shall not be started on days of adverse weather such as rain, fog, or other conditions that prevent the ready dispersion of smoke. During the fire season this condition may be exempted in the fire zone, provided there are no occupied dwellings within 600 m. i) Materials to be burned shall consist of wood wastes only and shall not be burned in such a manner , as to cause odour, excessive smoke or other material discomfort to nearby receptors. j) Debris from open fires shall not be piled adjacent to or discharged into watercourses. k) Open fires shall not be located between Sta. and Sta. _. Where open burning is prohibited ' or impractical in specific areas of this contract, brush and debris may, as an alternative to burning, be disposed of outside the right -of -way in a manner approved by the Contract Administrator, so as not to be unsightly or potentially unsightly from any highway. The Contractor shall arrange for ' disposal areas at his own expense. 27) NIGHT, SUNDAY, AND HOLIDAY WORK: ' Work during the night, on Sundays or on Statutory Holidays shall not be permitted without the written permission of the Contract Administrator. 28) DRAINAGE: ' The Contractor shall keep all portions of the work properly and efficiently drained during construction and ' until completion, and will be held responsible for all damage which may be caused or result from water backing up or flowing over, through, from or along any part of the works, or which any of the operations may cause to flow elsewhere. ' 29) BRIBERY: Should the Contractor or any of the agents give or offer any gratuity to, or attempt to bribe any officer or ' servant of the Owner, the Owner shall be at liberty to cancel the contract forthwith or to direct the Contract Administrator to take the whole or any part of the works out of the hands of the Contractor. Bribery shall , be considered as non - fulfilment of the contract by the Contractor. 30) PROVISIONS FOR TRAFFIC, ACCESS, AND PROTECTION: ' a) Urban Areas: Traffic shall be maintained at all times during construction for private access, but detours to streets ' adjacent to the work will be permitted with permission from the Contract Administrator. When requested by the Contract Administrator, the roadway shall be kept open by placing sufficient granular material to carry traffic. ' If it is desirable to detour traffic during the construction of any part of the work, the Contractor shall supply, place and maintain proper detour signs, including adequate barricades and lights to clearly mark ' such detours throughout their entire length to the satisfaction of the Contract Administrator. The routing of such detours will be approved by the Contract Administrator. The Contractor shall be responsible for grading and maintaining any streets used as detours or haul roads ' and shall restore these roads to their original condition. The Contract Administrator may require that Granular "A" or Calcium Chloride be applied at the Contractor's expense to a street before allowing its use ' as a detour, or during the period of use. U ' IB -9 1 b) Rural Areas: If required under the Special Provision item, the Contractor shall construct a detour to carry vehicular ' traffic. The Contractor shall place proper detour signs, including adequate barricades and lights to clearly mark this detour throughout the entire length and to the satisfaction of the Contract Administrator. C) General: The Contractor shall be responsible for signing the detour and the detour shall be as per the Ontario Traffic ' Manual for roadway work operations under OTM Book 7 (Temporary Conditions). As per Book 7, the Contractor shall submit a traffic control plan a minimum of one week prior to any necessary traffic control measures. A copy of this plan will be kept on file by the Owner. The Contractor will be responsible for maintaining proper signs, barricades, and lights at all points along the line of construction that may be hazardous. The Contractor will provide good vehicular access at all times, for all residents who presently have access along the line of construction. Where applicable, the Contractor shall supply an adequate number of flagmen /women to direct traffic at all times during construction as required by the Contract Administrator. i 31) COLD WEATHER CONCRETE: Unless otherwise specifically stated in the Special Provisions, the bidders shall note that no additional payment will be made for heating or cooling of concrete or housing of structure and heating of the housing enclosure. ' 32) FALSEWORK: All falsework drawings shall bear the seal and signature of a Professional Engineer who is a member of or is licensed by the Association of Professional Engineers of Ontario. The drawings shall include the following information: The type of work and grade of all materials, including sills to be used in the falsework; Design loads on mud sills or other falsework supports; Horizontal forces imposed on the falsework and used for design purposes; Details of splices of supports for motorized finishing machines, and the like. The Contractor is to submit three copies of the drawings to the Engineer at least one week prior to construction of the falsework. The grades and stresses of all materials shall be in accordance with the Canadian Standards Association (C.S.A.) latest revisions to standards CAN 086.1 -M and S269.1. The deflection of beams used for ' falsework shall be limited to 1/360 of the span and shall be noted on the drawings. 33) EXCESS LOADING OF MOTOR VEHICLES: For the purpose of this contract, payment for weighed items is as follows: ' Vehicles hauling material being measured for payment by weight will be paid for the actual amount of material hauled. This shall not be construed to mean that the Owner condones excess loading of motor vehicles and in no way permits the overloading of vehicles or absolves the Contractor from complying with the provisions of the Highway Traffic Act. I IB -10 ' 34) PROTECTION OF TREES: The Contractor's operations shall not cause damage to the trunk or branches of trees, or flooding or sediment deposits on areas where trees are not designated for removal. Protective measures shall be taken to safeguard trees from contract operations, equipment and vehicles. Unless stated elsewhere in the contract, equipment or vehicles shall not be parked, repaired, refuelled, construction materials shall not be stored, and earth materials shall not be stockpiled within the dripline area of any tree not designated for removal. Where the contract requires work within the dripline of trees, operation of equipment shall be kept to the minimum necessary to perform the work required. Within five calendar days of any damaged that may occur, branches 25 mm or greater in diameter that are broken, shall be cut back cleanly at the break or to within 10 mm of their base, if a substantial portion of the branch is damaged. Roots 25 mm or larger in diameter that are exposed by the Contractor's operation shall be cut back cleanly to the soil surface within five calendar days of exposure. Bark that is damaged by the Contractor's operation shall be neatly trimmed back to uninjured bark, without causing further injury, within five calendar days of damage. All damaged areas shall be treated with an approved tree paint after trimming of damaged section of tree. 35) ONTARIO PROVINCIAL STANDARDS: Bidders are hereby advised that the Ontario Provincial Standards apply to this contract and are to be used where applicable. Bidders are responsible for familiarizing themselves with the latest revisions of the Ontario Provincial Standards. 36) GUARANTEED MAINTENANCE: 5 % of the value of the work will be retained for a period of 12 months following the date of completion as a guarantee of the proper performance of the work included in the contract. This amount will be released without interest upon expiry of the maintenance period and correction of all deficiencies. The maintenance holdback will be held in addition to the 10% holdback required by the Construction Lien Act. The holdback will be retained by the Owner, commencing during the latter part of the period of construction and generally not before the contract is approximately 80% complete. No alternate forms of security will be considered. 37) GARBAGE COLLECTION AND BLUE BOX RECYCLING: 1 I I 11 The Contractor shall be responsible for co- ordinating the collection of all garbage and blue box recycling, within the limits of the contract during construction, with the appropriate authority. 1 FORM OF TENDER T -1 I I Municipality of Kincardine 2008 Street Reconstruction Contract No. 07105 Tender by Omega Contractors Inc residing at 4104 Breck Avenue London ON N61, 1B5 a company duly incorporated under the laws of Ontario and having its head office at London, Ontario hereinafter called the "Bidder" To -- Municipality of Kincardine I /We Omega Contractors Inc. ' having carefully examined the locality and site of the proposed works and all contract documents relating thereto, including the Plans, Specifications, Drawings, Profiles, Form of Tender, Information to Bidders, General Conditions, Special Provisions, Form of Agreement, Form of Contract Bond and Addendum/ ' Addenda Numbers 1 to 4 * inclusive, hereby tender and offer in accordance therewith to enter into a contract within the prescribed time, to construct the said work in strict accordance with the contract ' documents and such further detail drawings as may be supplied from time to time, and to furnish all labour, materials, tools, plant, matters and things necessary therefor, complete and ready for use within the time specified for the sum of One Million, Nine Hundred and Eleven Thousand, Seven Hundred and Sixty One Dollars and Thirty Six Cents ($1,911,761.36) or such other sum as is determined from the actual measured quantities at the unit prices set forth in the ' Tender. ' * The bidder will insert here the number of the Addenda received during the tendering period and taken into account when preparing the Tender. Bidders shall sign and date all addenda and ' attach copies to the the submitted Tender. 1 T -2 (Revised) ' THE AFORESAID SUM IS MADE UP AS FOLLOWS: SCHEDULE OF ITEMS AND PRICES Item Spec. # Description Qty. /Unit Price Amount PART 1 - SOUTH ST., WILLIAM ST., AND CHARLES ST. ' ROADWORK 1 201, SP Clearing (trees all sizes) 1 Ea. 500.00 500.00 2 201, SP Grubbing (stumps all sizes) 1 Ea. 500.00 500.00 3 206, SP Earth excavation 4100 m' 7.88 32,308.00 4 501,506 Water for compaction (supplied by the 230 m 5.00 1,150.00 Contractor) 5 506 Calcium chloride 5 t 800.00 4,000.00 6 314, 351,SP Granular "A" 2700 t 9.40 25,380.00 7 314, SP Granular "B" 4800 It 6.70 32,160.00 8 310, SP Hot Mix HL -4 490 It 99.47 48,740.30 ' 9 310, SP Hot Mix Miscellaneous 310 m 31.39 9,730.90 ' 10 510, SP Removal of bituminous pavement (outside excavation) 150 m' 10.00 1,500.00 11 408, SP Adjust existing maintenance holes and 7 Ea. 387.00 2,709.00 catch basins ' 12 407, SP Supply maintenance hole covers and /or I Ea. 400.00 400.00 ' catch basin frame and grates 13 510, SP Removal of existing maintenance holes and catch basins a) Maintenance holes 1 Ea. 400.00 400.00 b) Catch basins 5 Ea. 236.00 1,180.00 f T -3 f Item Spec. # Description Qty./Unit Price Amount f 14 510, SP Removal of concrete curb and gutter 33 m 20.00 660.00 15 353, SP Concrete curb and gutter (all types) 1060 m 42.21 44,742.60 f 16 510, SP Removal of concrete sidewalk and drives 55 m 12.00 660.00 f 17 351, SP Place concrete sidewalk and drives 850 m 46.06 39,151.00 18 570, SP Topsoil (imported) 3300 m 5.75 18,975.00 19 571, SP Sodding (nursery, unstaked) 3300 m 3.54 11,682.00 20 N/A 21 N/A f 22 510, SP Remove and replace precast concrete 20 m 75.00 1,500.00 unit pavers 23 408, SP Rebuild existing maintenance holes 1 Ea. 1,332.00 1,332.00 Sub -Total Roadwork -- 279,360.80 f STORM SEWERS 24 410, 507, Supply, excavate for and place storm SP pipe sewers including bedding, granular backfill a) 300 mm CL -3 concrete or equivalent 261 m 126.00 32,886.00 f b) 375 mm CL -3 concrete or equivalent 223 m 149.00 33,227.00 c) 600 mm 65D concrete or equivalent 11 m 190.00 2,090.00 f 25 407, 516, SP Supply, excavate for, place and backfill catch basins, including frames and grates f a) 600 mm x 600 mm (OPSD 705.010) 9 Ea. 1,620.00 14,580.00 1 T -4 Item Spec. # Description Qty. /Unit Price Amount 26 407, 516, Supply, excavate for, place and SP backfill precast maintenance holes and maintenance hole catch basins including frames and grates a) 1200 mm manhole (701.010) b) 1500 mm manhole (701.011) 27 410, 504, Reconnect existing drains and SP services (up to 250 mm dia.) 28 405, SP Supply and place 150 mm filter wrapped perforated subdrain including excavation II Ea. 4,406.00 1 Ea. 6,212.00 30 in 30.00 530 in 19.50 48,466.00 6,212.00 900.00 10,335.00 29 410,507 Supply, excavate for and place PVC SP SDR -28 private drain connection service pipe including bedding and native backfill and restoration beyond the general grading operations a) 100 mm dia. 204 in 30 410, SP Supply, excavate for storm sewer service cleanouts 31 N/A 32 511, SP Handlaid rip rap, including non -woven geotextile 33 N/A Sub -Total Storm Sewers -- SANITARY SEWERS 34 410, SP Supply, excavate for and place sanitary sewer pipe including bedding and granular backfill a) 200 mm PVC SDR -35 135.00 27,540.00 83.00 2,075.00 2,444.00 25 Ea. 1 L. S. 180,755.00 210.00 2,520.00 12 in T -5 Item Spec. # Description Qty. /Unit Price Amount 35 -36 N/A 37 407, 516, Supply, excavate for, place and 1 Ea. 4,624.00 4,624.00 l SP backfill 1200 mm precast maintenance holes (OPSD 701.010) including benching, frame and cover 38 -39 N/A Sub -Total Sanitary Sewers -- 7,144.00 1 WATERMAINS 40 507, 701, Supply, excavate for, place watermain 702, SP including bedding, granular backfill and restoration beyond the general grading operations a) 150 mm PVC DR18 205 m 110.00 22,550.00 41 507, 701, Supply, excavate for, place and SP backfill ductile iron fittings, including ' cathodic protection, mechanical thrust restraints, thrust blocking or anchoring 1 a) 150 mm dia. gate valves 5 Ea. 648.00 3,240.00 b) 150 x 150 x 150 mm tees 2 Ea. 239.00 478.00 c) 300 to 150 reducers 1 Ea. 293.00 293.00 d) 150 x 100 mm reducers 1 Ea. 161.00 161.00 e) 150 mm 45 bends 5 Ea. 173.00 865.00 f) 50 mm blowoff assembly, complete I Ea. 568.00 568.00 (Provisional) g) Connect to existing watermain 3 Ea. 2,569.00 7,707.00 h) Reconnect fire hydrants 1 Ea. 1,569.00 1,569.00 T -6 ' Item Spec. # Description Qty./Unit Price Amount 1 42 701, SP Supply, excavate for, place and backfill water service fitting, incl. tapping main and all connections a) 19 mm main stops 6 Ea. 33.00 198.00 b) 19 mm curb stops 6 Ea. 105.00 630.00 c) 19 mm saddles 6 Ea. 58.00 348.00 43 507, 701, Supply, excavate for, place and SP backfill water services, including bedding, and all required connections, cathodic protection, native backfill and restoration beyond the general grading operations t a) 19 mm dia. copper service tubing 58 in 78.00 4,524.00 installed by trenching 44 507, SP Testing, flushing, swabbing and 1 L.S. 3,502.00 disinfection of watermains Sub -Total Watermains -- 46,633.00 TOTAL PART 1 513,892.80 PART 2 - GOLF LINKS ROAD AND GLENCOE ST. I ROADWORK 1 201, SP Clearing (trees all sizes) 1 Ea. 2,000.00 2,000.00 2 201, SP Grubbing (stumps all sizes) 1 Ea. 700.00 700.00 3 206, SP Earth excavation 3900 m 7.19 28,041.00 I 4 501,506 Water for compaction (supplied by the 270 m 5.00 1,350.00 Contractor) T -7 Item Spec. # Description Qty./Unit Price Amount 1 5 506 Calcium chloride 5 t 800.00 4,000.00 6 314, 351,SP Granular "A" 3400 t 9.40 31,960.00 t 7 314, SP Granular "B" 5700 t 6.70 38,190.00 ' 8 310, SP Hot Mix HL -4 630 t 102.47 64,556.10 310, SP Hot Mix Miscellaneous 700 m 31.89 22,323.00 I 9 10 510, SP Removal of bituminous pavement 50 m 15.00 750.00 (outside excavation) 11 408, SP Adjust existing maintenance holes and 2 Ea. 387.00 774.00 catch basins I 12 407, SP Supply maintenance hole covers and /or catch basin frame and 1 Ea. 400.00 400.00 grates I 13 510, SP Removal of existing maintenance holes and catch basins a) Maintenance holes 6 Ea. 236.00 1,416.00 b) Catch basins 7 Ea. 236.00 1,652.00 14 N/A 15 353, SP Concrete curb and gutter (all types) a) Curb and gutter 1225 m 46.72 57,232.00 b) 45° Concrete outlet (OPSD 605.010) 1 Ea. 300.00 300.00 16 510, SP Removal of concrete sidewalk and drives 185 m 12.00 2,220.00 17 351, SP Place concrete sidewalk and drives 1025 m 52.52 53,833.00 18 570, SP Topsoil (imported) 3700 m 5.37 19,869.00 19 571, SP Sodding (nursery, unstaked) 1900 m 3.54 6,726.00 20. 572, SP Seeding and mulching 1800 m 1.00 1,800.00 T -8 (Revised) Item Spec.4 Description Qty./Unit Price Amount 21 Removal of CSP culverts (all sizes) 36 m 14.00 504.00 22 510, SP Remove and replace precast concrete 35 in 75.00 2,625.00 unit pavers 23 N/A Sub -Total Roadwork -- STORM SEWERS 24 410, 507, SP Supply, excavate for and place storm pipe sewers including bedding, granular backfill and filter fabric & clear stone as shown on contract drawings a) 300 mm CL -3 Concrete or equivalent b) 300 mm HDPE BOSS 2000 (PERF) c) 375 mm HDPE BOSS 2000 (PERF) d) 450 mm HDPE BOSS 2000 (PERF) e) 525 mm HDPE BOSS 2000 (PERF) 0 600 mm HDPE BOSS 2000 (PERF) 25 407, 516, Supply, excavate for, place and SP backfill catch basins and /or twin inlet catch basins, including frames and grates a) 600 mm x 600 mm (OPSD 705.010) b) 600 mm x 1450 mm (OPSD 705.020) c) 600 mm x 600 mm DI (OPSD 705.030) 122 in 43 m 77 m 117 in 159 in 243 m 134.00 248.00 256.00 271.00 294.00 311.00 5 Ea. 1,820.00 1 Ea. 2,763.00 5 Ea. 2,214.00 343,221.10 16,348.00 10,664.00 19,712.00 31,707.00 46,746.00 75,573.00 9,100.00 2,763.00 11,070.00 f T -9 (Revised) Item Spec.4 Description Qty./Unit Price Amount 26 407, 516, Supply, excavate for, place and SP backfill precast maintenance holes and maintenance hole catch basins 1 including frames and grates ' a) 1200 mm manhole (701.010) 5 Ea. 4,406.00 22,030.00 b) 1500 mm manhole (701.011) 4 Ea. 7,212.00 28,848.00 c) 1800 mm manholes (701.012) 2 Ea. 8,104.00 16,208.00 27 410, 504, Reconnect existing drains and 50 m 25.00 1,250.00 SP services (up to 250 mm dia.) 28 405, SP Supply and place 150 mm filter 650 m 19.50 12,675.00 ' wrapped perforated subdrain including excavation ' 29 410,507 Supply, excavate for and place PVC SP SDR -28 private drain connection service pipe including bedding and native backfill ' and restoration beyond the general grading operations a) 100 mm dia. 280 m 113.00 31,640.00 30 410, SP Supply, excavate for storm sewer service 21 Ea. 83.00 1,743.00 cleanouts 31 410, SP Supply, excavate for, place and backfill inline drain catch basins a) 300 mm dia. (Provisional) 1 Ea. 698.00 698.00 I 32 N/A 33 510, SP Remove existing sewer 185 m 21.00 3,885.00 Sub -Total Storm Sewers -- 342,660.00 Item Spec. # Description Qty. /Unit Price T -10 (Revised) Amount ' SANITARY SEWERS 34 410, SP Supply, excavate for and place ' sanitary sewer pipe including bedding and granular backfill ' a) 200 mm PVC SDR -35 90 m 215.00 19,350.00 ' b) 375 mm PVC SDR -35 275 m 429.00 117,975.00 35 Supply, excavate for and place PVC SDR -28 sanitary service pipe including bedding, native backfill and restoration beyond the general ' grading operations ' a) 125 mm dia. 136 m 168.00 22,848.00 b) Controlled Settlement Joint Fitting 6 Ea. 100.00 600.00 ' 36 410, SP Sewer service cleanout construction 14 Ea. 101.00 1,414.00 ' 37 407, 516, Supply, excavate for, place and 7 Ea. 5,624.00 39,368.00 SP backfill 1200 mm precast maintenance 1 holes (OPSD 701.010) including benching, frame and cover 38 407, SP Supply and install safety platforms 2 Ea. 2,620.00 5,240.00 (1200 mm) 39 407, SP Precast maintenance hole drop structure 1 Ea. 5,582.00 5,582.00 -Total Sanitary Sewers -- 212,377.00 ' Sub WATERMAINS ' 40 507, 701, Supply, excavate for, place watermain 702, SP including bedding, granular backfill and restoration beyond the general grading operations a) 150 mm PVC DR18 20 m 120.00 2,400.00 b) 200 mm PVC DR18 297 m 134.00 39,798.00 T -11 Item Spec. # Description Qty./Unit Price Amount ' 41 507, 701, Supply, excavate for, place and SP backfill ductile iron fittings, including cathodic protection, mechanical thrust I restraints, thrust blocking or anchoring ' a) 150 mm dia. gate valves 4 Ea. 648.00 2,592.00 b) 200 mm dia. gate valves 5 Ea. 1,014.00 5,070.00 200 200 150 c) x x mm tees 2 Ea. 300.00 600.00 ' d) 200 x 200 x 200 mm tees 1 Ea. 326.00 326.00 ' e) 150 mm 45° bends 2 Ea. 173.00 346.00 fl 200 mm 45 bends 4 Ea. 232.00 928.00 g) 200 mm plug 1 Ea. 85.00 85.00 h) Fire hydrants 3 Ea. 4,325.00 12,975.00 ' i) Connect to existing watermain 3 Ea. 2,569.00 7,707.00 j) Remove and salvage existing hydrant 2 Ea. 523.00 1,046.00 ' 42 701, SP Supply, excavate for, place and backfill water service fitting, incl. ' tapping main and all connections a) 19 mm main stops 9 Ea. 133.00 1,197.00 b) 19 mm curb stops 9 Ea. 205.00 1,845.00 c) 19 mm saddles 9 Ea. 160.00 1,440.00 43 507, 701, Supply, excavate for, place and SP backfill water services, including bedding, and all required connections, cathodic protection, native backfill and restoration beyond the general grading operations T -12 ' Item Spec. # Description Qty./Unit Price Amount ' a) 19 mm dia. copper service tubing 36 m 78.00 2,808.00 installed by trenching ' 44 507, SP Testing, flushing, swabbing and 1 L.S. 3,852.00 disinfection of watermains ' Sub -Total Watermains -- 85,015.00 ' TOTAL PART 2 983,273.10 PART 3 - WALL ST. (PROVISIONAL) ROADWORK 1 -2 N/A 3 206, SP Earth excavation 400 m 7.88 3,152.00 4 501,506 Water for compaction (supplied by the Contractor) 50 m 5.00 250.00 5 506 Calcium chloride 0.5 t 800.00 400.00 6 314, 351,SP Granular "A" 310 t 9.40 2,914.00 ' 7 314, SP Granular "B" 590 t 6.90 4,071.00 8 310, SP Hot Mix HL -4 110 t 99.47 10,941.70 I 9 N/A 10 510,SP Removal of bituminous pavement (outside excavation) 15 m 50.00 750.00 ' 11 -17 N/A 18 570, SP Topsoil (imported) 300 m 5.75 1,725.00 ' 19 571, SP Sodding (nursery, unstaked) 300 m 3.54 1,062.00 20 -22 N/A 1 T -13 Item Spec. # Description Qty. /Unit Price Amount 23 N/A STORM SEWERS Sub -Total Roadwork -- 24 410, 507, Supply, excavate for and place storm SP pipe sewers including bedding and granular backfill a) 300 mm CL -3 Concrete or equivalent 78 m 116.00 25 N/A 26 407, 516, Supply, excavate for, place and SP backfill precast maintenance holes and maintenance hole catch basins including frames and grates a) 1200 mm manhole (701.010) 27 -28 1►//:1 29 410,507 Supply, excavate for and place PVC SP SDR -28 private drain connection service pipe including bedding and native backfill and restoration beyond the general grading operations 30 410, SP 31 -33 SANITARY SEWERS Supply, excavate for storm sewer service cleanouts N/A Sub -Total Storm Sewers -- 34 410, SP Supply, excavate for and place sanitary sewer pipe including bedding and granular backfill a) 200 mm PVC SDR -35 I Ea. 3,406.00 10 m 269.00 3 Ea. 83.00 78 m 189.00 25,265.70 9,048.00 3,406.00 h.ASM1II 15,393.00 14,742.00 T -14 ' Item Spec. # Description Qty./Unit Price Amount Supply, excavate for and place PVC SDR -28 sanitary service pipe including bedding, native backfill and restoration beyond the general grading operations a) 125 mm dia. 15 in 163.00 2,445.00 Sewer service cleanout construction 3 Ea. 101.00 303.00 Supply, excavate for, place and 1 Ea. 4,624.00 4,624.00 backfill 1200 mm precast maintenance holes (OPSD 701.010) including benching, frame and cover N/A Sub -Total Sanitary Sewers -- 22,114.00 Supply, excavate for, place watermain including bedding, granular backfill and restoration beyond the general grading operations a) 150 mm PVC DR18 147 in 104.00 15,288.00 Supply, excavate for, place and backfill ductile iron fittings, including cathodic protection, mechanical thrust restraints, thrust blocking or anchoring a) 35 2 Ea. 648.00 1,296.00 b) 150 x 150 x 150 mm tees 1 Ea. 239.00 239.00 c) Connect to existing watermain 1 Ea. 1,569.00 1,569.00 36 410,SP 37 407, 516, SP ' 38 -39 ' WATERMAINS ' 40 507, 701, 702, SP 41 507, 701, ' SP 42 701, SP Supply, excavate for and place PVC SDR -28 sanitary service pipe including bedding, native backfill and restoration beyond the general grading operations a) 125 mm dia. 15 in 163.00 2,445.00 Sewer service cleanout construction 3 Ea. 101.00 303.00 Supply, excavate for, place and 1 Ea. 4,624.00 4,624.00 backfill 1200 mm precast maintenance holes (OPSD 701.010) including benching, frame and cover N/A Sub -Total Sanitary Sewers -- 22,114.00 Supply, excavate for, place watermain including bedding, granular backfill and restoration beyond the general grading operations a) 150 mm PVC DR18 147 in 104.00 15,288.00 Supply, excavate for, place and backfill ductile iron fittings, including cathodic protection, mechanical thrust restraints, thrust blocking or anchoring a) 150 mm dia. gate valves 2 Ea. 648.00 1,296.00 b) 150 x 150 x 150 mm tees 1 Ea. 239.00 239.00 c) Connect to existing watermain 1 Ea. 1,569.00 1,569.00 Supply, excavate for, place and backfill water service fitting, incl. tapping main and all connections T -15 Item Spec. # Description Qty./Unit Price Amount a) 19 mm main stops 3 Ea. 33.00 99.00 b) 19 mm curb stops 3 Ea. 105.00 315.00 c) 19 mm saddles 3 Ea. 60.00 180.00 43 507, 701, Supply, excavate for, place and SP backfill water services, including bedding, and all required connections, cathodic protection, native backfill and restoration beyond the general grading operations a) 19 nun dia. copper service tubing 24 m 96.00 2,304.00 installed by trenching 44 507, SP Testing, flushing, swabbing and 1 L.S. 1,302.00 disinfection of watermains Sub -Total Watermains -- 22,592.00 TOTAL PART 3 85,364.70 PROVISIONAL ITEMS (Inclusive to all Parts) 45 206, 514, Additional trench excavation in 300 m 6.69 2,007.00 SP proposed trench bottom where unsuitable soils are encountered including removal from site 46 314, 514, Supply and place approved imported 250 t 7.80 1,950.00 SP granular material in sewer trenches where native material is unsuitable, including removal of a similar amount of unsuitable material 47 314, SP Supply and place 20 mm dia. stone 250 t 9.50 2,375.00 bedding where conditions warrant and as directed T -16 (Revised) Item Spec. # Description Qty./Unit Price Amount 48 314, SP Supply and place imported granular 250 t 8.45 2,112.50 bedding where conditions warrant and as directed 49 SP Backfrlling of new water services during 4 Ea. 400.00 1,600.00 ' testing and disinfecting and excavation to connect to existing services where conditions warrant and as directed 50 577, SP Erosion control blanket 1400 in 2.10 2,940.00 Total Provisional Items -- 12,984.50 MISCELLANEOUS ITEMS (Inclusive to all Parts) 51 543, SP Traffic control 1 L.S. 23,330.00 52 SP Silt fencing 30 in 10.00 300.00 53 517,518 Dewatering, Positive with Well Points 100 in 100.00 10,000.00 577, SP (Provisional) 54 SP Cost of 100% Performance Bond I L.S. 10,000.00 and cost of insurance ' 55 SP Material and compaction testing 1 L.S. 5,000.00 (quality control) 56 SP Contingency Allowance I L.S. 100,000.00 57 SP Lump sum to cover all other 1 L.S. 75,280.00 requirements of the contract not specifically covered by or related to the preceding items T -17 Item Spec. # Description Qty./Unit Price Amount 58 510,351 Remove and relocate Canada Post 2 Ea. 400.00 800.00 SP mail boxes ' 59 510, SP Remove and replace patio stones sidewalk ' Remove 3 100.00 300.00 a) m b) Replace 2 m 100.00 200.00 ' Total Miscellaneous Items -- 225,210.00 Total Part 1 513,892.80 Total Part 2 983,273.10 Total Part 3 85,364.70 ' Total Provisional Items 12,984.50 Total Miscellaneous Items 225,210.00 Sub -Total 1,820,725.10 ' 5% GST 91,036.26 ' TOTAL TENDER 1,911,761.36 T -A STANDARD TENDER REQUIREMENTS ' I/We agree to complete the work within the time specified in the Information to Bidders. I/We also agree that this Tender is subject to a formal contract being prepared and executed. I /We also agree that the Municipality shall have the option of Deleting any Part or Parts shown in the Tender. In submitting this Tender for the work, the Tenderer further declares: (a) That no person, firm or corporation other than the one whose signature or seal is attached ' below, has any interest in this tender or in the contract proposed to be taken; (b) That this tender is made without any connection, knowledge, comparison of figures or arrangement with any other company, firm or person making a tender for the same work and is in all respects fair and without collusion or fraud; (c) That no member of the Municipal Council or any officer of the Owner will become interested directly or indirectly as a contracting parry without disclosing his interest and ' otherwise complying with "the Municipal Conflict of Interest Act, RSO 1990"; (d) That the offer shown in the Schedule of Items and Prices is to continue open to acceptance until the formal contract is executed by the successful Tenderer for the said work or until thirty (30) days after the tender closing date, whichever event occurs first and that the Owner may at any time within that period without notice, accept this tender whether any other tender had been previously accepted or not; (e) That if we, the undersigned, withdraw this tender before the Owner shall have considered the tenders and awarded the contract at any time within thirty (30) days after the tender closing date, the amount of the deposit accompanying this tender shall be forfeited to the Owner; (f) That the awarding by the Owner of the contract based on this tender shall be an acceptance of the tender; (g) The Tenderer solemnly declares that the several matters stated in the foregoing tender are in all respects true; T -A Parts.doc I I LJ [I [l IN (h) That if this tender is accepted, we the undersigned agree to furnish an approved surety bond for the proper fulfilment of the contract and to execute the Agreement in triplicate within ten (10) days after being notified so to do. In the event of default or failure on our part to do so, we the undersigned agree that the Owner shall be at liberty to retain the money deposited by us to the use of the Owner, and to accept the next lowest or any tender or to advertise for new tenders or to carry out the works in any other way deemed best and we also agree to pay to the said Owner the difference between this tender and any greater sum which the Owner may expend or incur by reason of such default or failure, or by reason of such acting, as aforesaid, on their part including the cost of any advertising for new tenders and to indemnify and save harmless the said Owner and its officers from all loss, damage, cost, charges and expenses which they may suffer or be put to by reason of any such default or failure on our part. The "Agreement to Bond" of the Aviva Company, a company lawfully doing business in the Province of Ontario, to furnish a Performance Bond in the amount equal to 100% of the contract price, is enclosed herewith. A certified cheque for the sum of One Hundred Thousand Dollars ($100,000.00) is attached hereto. DATED AT London this day of September , 20 08 . (Signed) (Signed and Sealed) ' NOTE: F� F [l Signature of Witness Signature of Bidder If the tender is submitted by or on behalf of an incorporated company, it must be signed in the name of such company by the duly authorized officers and the seal of the corporation must be affixed. If the tender is submitted by or on behalf of an individual or a partnership, a seal must be affixed opposite the signature of the individual or the partner. 07105 - T -B P Bond only.doc 1 r ' STATEMENT RE: SUB - CONTRACTORS ' The following is a list of Sub - Contractors or Sub - Trades intended to be used in the execution of the contract showing the approximate portion of the work to be allotted to each. ' ITEM SUB - CONTRACTOR'S I 1 F u [l LJ F:\wp\Contracts\Forms\Sub-Contractors.doc Name and Address Percent of Contract 1. Granular Tom Kempton Construction 2. Manholes Con Cast Pipe 3. Piping Carson Supply 4. Curb and Sidewalk Auto Form 5. Asphalt Sutherland 6. 7. 8. 9. 10. 11. 12. F:\wp\Contracts\Forms\Sub-Contractors.doc I r r ** r Date: r CONTRACT NO. TO: r Dear Sirs: r RE: I 0 I � I I I I (hereinafter referred to as "the Owner ") accepting the tender of and executing an Agreement with: AGREEMENT TO BOND 20 In consideration of (hereinafter referred to as "the Tenderer ") for the construction of subject to the express conditions that the Owner receive the Performance Bond in accordance with the said tender, we the undersigned hereby agree with the Owner to become bound to the Owner as surety for the Tenderer in a Performance Bond in an amount equal to 100% of the contract price or other such greater amount as may be determined by the Owner, in the form of Performance Bond provided and in accordance with the said tender, and we agree to furnish the Owner with said Bonds within seven (7) days after notification of the acceptance of the said tender and execution of the said Agreement by the Owner has been mailed to us. Yours very truly, (Seal) NOTE: This Agreement to Bond must be executed on behalf of the Surety Company by its authorized officers under the company's corporate seal. Of the two forms bound herein, one shall become a part of the tender and the other shall be retained by the Surety Company. ** Enter the name and address of the Surety Company at the top of the page. FAwp \Contracts \Forms\AgToBond -1 bond.doc I Bond No. Amount I 11 PERFORMANCE BOND Project No. Contract KNOW ALL MEN BY THESE PRESENTS, that we hereinafter called "the Principal" and hereinafter called "the Surety ", ' are jointly and severally held and firmly bound unto ' hereinafter called "the Obligee" its successors and assigns, in the sum of Dollars (S ) of lawful money of Canada, to be paid unto the Obligee, for which payment well and truly to be made we the Principal and Surety jointly and severally bind ourselves, our and each of our respective ' heirs, executors, administrators, successors and assigns by these presents. SIGNED AND SEALED with our respective seals and dated this day of ' 20 WHEREAS by an agreement in writing dated the day of 1 20 ' the Principal has entered into a contract with the Obligee, hereinafter called "the Contract ", for the construction, alteration, repair or maintenance of a public work, namely ' as in the Contract provided, which Contract is by reference herein made a part hereof as fully to all ' intents and purposes as though recited in full herein. NOW THEREFORE THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal ' shall at all times duly perform and observe the Contract including all the terms and conditions thereof, to the satisfaction of the Obligee and shall at all times fully indemnify and keep indemnified the Obligee from and against all and any manner of loss, damage, expense, suits, actions, claims, ' liens, proceedings, demands, awards, payments and liabilities arising out of or in any manner based upon or attributable to the Contract and shall fully reimburse and repay the Obligee for all outlay, expense, liabilities, or payments incurred or undertaken to be made by the Obligee pursuant to the ' Contract, then this obligation shall be void, but otherwise it shall be and remain in full force and effect. Performance Bond Page 2 ' Provided further and it is hereby agreed and declared that there shall be no liability under this instrument of the Principal and Surety for payment of any claims for labour, material or services used or reasonably required for use in the performance of the Contract to the extent the amount of such ' claims is paid pursuant to a Labour and Materials Payment Bond. Provided always and it is hereby agreed and declared that the Obligee and the Principal have the right ' to change, alter and vary the terms of the Contract and that the Obligee may in its discretion at any time or times take and receive from the Principal any security whatsoever and grant any extension of time thereon or on any liability of the Principal to the Obligee. Provided further and it is hereby agreed and declared that the Principal and the Surety shall not be discharged or released from liability hereunder and that such liability shall not be in any way affected ' by any such changes, alterations, or variations, taking or receiving of security, or extension of time, as aforesaid, or by the exercise by the Obligee of any of the rights or power reserved to it under the Contract or by its forbearance of exercise any such rights or powers, including (but without ' restricting the generality of the foregoing) any changes in the extent or nature of the works to be constructed, altered, repaired or maintained under the Contract, or by any dealing, transaction, I forbearance or forgiveness which may take place between the Principal and the Obligee. Provided further and it is hereby agreed and declared that the Surety shall not be liable for a greater sum than that specified in this bond. In Witness Whereof the Principal and the Surety have executed these presents. I SIGNED AND SEALED BY THE PRINCIPAL ) In the presence of: ) Witness ) Occupation ) Per: Principal 1 f� I] F: \wp \Contracts \Forms \Performance Bond.doc Surety I ' SCHEDULE OF PLANS, SPECIFICATIONS, GENERAL CONDITIONS & STANDARDS The work specified in this contract will be performed in strict accordance with the following plans, ' specifications, General Conditions, standards, etc. for the Municipality of Kincardine, 2008 Street Reconstruction, Contract No. 07105. A. ' B. C. ' D. 407 - Nov /07 507- Nov /05 543- Dec /90 201 - Nov /07 314 - Nov /04 408 - Nov /07 1 E. SPECIAL PROVISIONS - Pages SP -1 to SP -40 PLANS - Drawing Nos. 1 -11 INFORMATION TO BIDDERS - Pages IB -1 to 113- 11 STANDARD SPECIFICATIONS Ontario Provincial Standard Specification Numbers shall apply to this contract mutatis mutandis. Only the most recent specifications shall apply to this contract. 180 - Nov /05 310-Apr/08 407 - Nov /07 507- Nov /05 543- Dec /90 201 - Nov /07 314 - Nov /04 408 - Nov /07 510- Nov /06 570- Nov /07 206 - Nov /00 351 - Nov /05 410-Apr/08 516- Nov /05 571- Nov /07 802.030 353- Nov /06 421 -A r /08 517- Nov /05 701.021 355 - Nov /06 1103.010 518- Nov /06 701 - Nov /06 STANDARD DRAWINGS 219.130 400.110 701.010 802.010 1006.020 BMROSS 401.010 701.011 802.013 208 310.010 404.020 701.012 802.030 700 310.020 701.021 802.031 1103.010 702 310.030 705.010 802.032 1103.020 1000 600.040 705.020 1105.010 1002 705.030 1101 1106 Figure No. 1 703M F. FORM OF TENDER G. SUPPLEMENTAL GENERAL CONDITIONS - SGC -1 H. GENERAL CONDITIONS - OPSS.MUNI 100 Rev. Date: 11/2006 I. AGREEMENT J. MUNICIPALITY OF KINCARDINE CORPORATE STATEMENT OCCUPATIONAL HEALTH AND SAFETY K. PERFORMANCE BOND L. CONTRACT RELEASE M. STATUTORY DECLARATION RE PAYMENT OF ACCOUNTS N. STATUTORY DECLARATION RE LIENS AND LIABILITIES INDEX TO SPECIAL PROVISIONS General Disposal of Surplus Materials ......................... ...........................SP -1 Restoration.................................................. ............................... SP -1 Item No. 1 Clearing (Trees all Sizes) ................................ ...........................SP -2 Item No. 2 Grubbing (Stumps all Sizes) ........................... ...........................SP -3 Item No. 3 Earth Excavation ............................................. ...........................SP -3 Item Nos. 6 & 7 Granular "A" and Granular ` B" ...................... ...........................SP -4 Item Nos. 8 & 9 Hot Mix HL -4 and Hot Mix Miscellaneous ............................... SP -4 Item No. 10 Removal of Bituminous Pavement (Outside Excavation) ......... SP -7 Item No. I 1 Adjust Existing Maintenance Holes and Catch Basins ToGrade ......................................................... ...........................SP -7 Item No. 12 Supply Maintenance Hole Covers and /or Catch Basin Framesand Grates ........................................... ...........................SP -8 Item No. 13 Removal of Existing Maintenance Holes & Catch Basins ........ SP -8 Item No. 14 Removal of Concrete Curb or Curb and Gutter ......................... SP -8 Item No. 15 Concrete Curb and Gutter (all types) .............. ...........................SP -8 Item No. 16 Removal of Concrete Sidewalk and Drives .... ...........................SP -9 Item No. 17 Place Concrete Sidewalk and Drives .............. ...........................SP -9 Item No. 18 Topsoil ( Imported) ...................................... ............................... SP -9 Item No. 19 Sodding (Nursery, unstaked) ......................... ..........................SP -10 Item No. 20 Seeding and Mulching ................................... ..........................SP -10 Item No. 21 Remove and Replace Culverts ....................... ..........................SP -11 Item No. 22 Remove and Replace Precast Concrete Unit Pavers ................SP -11 Item No. 23 Rebuild Existing Maintenance Holes ............. ..........................SP -11 Index to Special Provisions — page 2 Item No. 24 Supply, Excavate for, Place & Backfill Storm Pipe Sewers.... SP -12 Item No. 25 Supply, Excavate for, Place and Backfill 600 mm x 600 mm Catch Basins (705.010), 600 mm x 1450 mm Twin Inlet Catch Basins (705.020), 600 mm x 600 Ditch Inlets ...............SP -14 Item No. 26 Supply, Excavate for, Place and Backfill 1200 mm, 1500 mm, 1800 mm and 2400 mm Precast Maintenance Holes and Maintenance Hole Catch Basins OPSD 701.010, 701.011, 701.012, or 701.013, Including Frames and Grates .................SP -15 Item No. 27 Reconnect Existing Drains and Services .. ............................... SP -16 Item No. 28 Supply and Place 150 mm Filter Wrapped Perforated Subdrain Including Excavation ...................... ..........................SP -16 Item No. 29 Installation of Storm Services ........................ ..........................SP -17 Item No. 30 Storm Sewer Service Cleanout ...................... ..........................SP -17 Item No. 31 Supply, Excavate for, Place and Backfill Inline Drain CatchBasins .............................................. ............................... SP -18 Item No. 32 Handlaid Rip Rap Including Non -Woven Geotextile ..............SP -18 Item No. 33 Remove Existing Sewer ................................. ..........................SP -18 Item No. 34 Sanitary Sewer Pipe ....................................... ..........................SP -18 Item Nos. 35 & 36 Installation of Sanitary Services ............... ............................... SP -20 Item No. 37 Supply, Excavate for, Place and Backfill 1200 mm Precast Maintenance Holes, OPSD 701.010 .............. ..........................SP -21 Item No. 38 Supply and Install Safety Platform ................ ..........................SP -22 Item No. 39 Precast Maintenance Hole Drop Structures ... ..........................SP -22 Item Nos. 40 -43 Watermain Installation .............................. ............................... SP -23 Item No. 44 Testing, Flushing, Swabbing & Disinfection of Watermains.. SP -33 Item No. 45 Additional Trench Excavation ....................... ..........................SP -35 Index to Special Provisions — page 3 Item No. 46 Imported Granular Backfill ....................... ............................... SP -36 Item No. 47 Supply and Place 20 mm Crushed Stone Bedding ................... SP -36 Item No. 48 Supply and Place Imported Granular Bedding ........................SP -36 Item No. 49 Backfilling of New Water Services During Testing & Disinfecting & Excavation to Connect to Existing Services Where Conditions Warrant and as Directed ............................ SP -37 Item No. 50 Erosion Control Blanket ........................... ............................... SP -37 Item No. 51 Traffic Control ............................................... ..........................SP -37 Item No. 52 Supply and Install Silt Fencing ...................... ..........................SP -38 ItemNo. 53 Dewatering ..................................................... ..........................SP -38 Item No. 54 Bonding and Insurance .................................. ..........................SP -39 Item No. 55 Material and Compaction Testing .................. ..........................SP -39 Item No. 56 Contingencies ................................................. ..........................SP -39 Item No. 57 Lump Sum for Other Requirements .......... ............................... SP -40 Item No. 58 Remove And Relocate Canada Post Mailboxes .......................SP -40 Item No. 59 Remove And Replace Patio Stone Sidewalk ........................... SP -40 SP -1 GENERAL DISPOSAL OF SURPLUS MATERIALS 1 All excavated material shall become the property of the Contractor, and the Contractor's unit price bid for the item shall include the cost of loading, hauling, dumping and levelling the material as directed by the Contract Administrator. The Contractor's management of excess ' materials shall be in accordance with OPSS 180. 1 1. Earth material shall be disposed of by the Contractor, outside the contract limits. 2. Asphalt shall be disposed of by the Contractor, at an approved site outside the contract limits. 3. Concrete shall be disposed of by the Contractor outside the contract limits. RESTORATION When noted in the Form of Tender or identified in the Special Provision, the unit price bid for the appropriate item(s) shall include complete restoration. All restoration shall be as noted below in the General Restoration Requirements. 1 Restoration Limits Golf Links Road and Glencoe St. — Property line to property line. 1 South, Charles, William, and Wall — Property line to property line. Restoration Beyond the Limits of General Grading Operations When noted in the Form of Tender or identified in the Special Provisions, the unit price bid for I the appropriate item(s) shall include restoration beyond the general grading operations. Contract items are provided for the restoration of work within the general grading operations. Restoration I of areas beyond the general grading operations shall be included in the unit price of the item. Areas beyond the general grading operations include, but are not limited to, stockpile locations, areas disturbed by equipment or material storage sites or service connections. All restoration shall be as noted below in the General Restoration Requirements. General Restoration Requirements I All restoration shall be in accordance with OPSS 507 and the following: (a) Lawn Areas -- 100 mm of approved topsoil levelled and graded to conform to the I existing ground, followed by nursery sod approved by the Contract Administrator. (b) Non -lawn, Non - roadway areas -- 100 mm of approved topsoil levelled and graded to conform to the existing ground, followed by an approved seed and mulch application. ' (c) Where existing roadway /driveway is paved -- 300 mm minimum of Granular "B ", 1 SP -2 1 150 mm of Granular "A ", and 50 mm of HL -3 in driveways, or 2 -40 mm lifts of HL -4 minimum in roadways or to match the depth of existing asphalt. Where 2 or more lifts of asphalt are required against existing pavement, a stepped joint shall be prepared by removing 0.5 in wide by the depth of the existing surface course prior to paving. (d) Where existing roadway /driveway is gravel -- 300 mm of Granular `B "; and 150 mm of Granular "A ". (e) Where existing driveway is concrete -- 300 mm minimum of Granular `B" and 150 mm of Granular "A"; for residential drives -- 150 mm of 30 MPa concrete with crushed ' limestone; and for commercial drives -- 200 mm of 30 MPa concrete with crushed limestone. (f) Where existing driveway is brick or unit pavers — 300 mm minimum of Granular "B" and 150 mm of Granular "A" and 25 mm to 38 mm of limestone screening and match existing patterns. (g) All disturbed or damaged concrete structures, such as sidewalks, curbs and gutter, etc., shall be removed and replaced. (h) Prior to the expiration of the maintenance holdback, the contractor shall repair all settlements. Settlements of lawns, non -lawns or non - roadway areas shall be restored by applying sufficient topsoil to the settled area followed by an application of approved seed and mulch. Asphalt settlements shall be restored by milling the deficient area followed , by the placement Hot Mix Asphalt (HMA). All repairs shall be in accordance with OPSS 570, OPSS 572, and OPSS 310. NOTE • In (a) and (b) above, it will be the Contractor's responsibility to ensure a catch of grass at the termination of the contract. • All asphalt surfaces shall be saw -cut prior to resurfacing. • All concrete structures shall be saw -cut prior to replacement. ITEM NO. 1 CLEARING (TREES ALL SIZES) For the unit price bid, the Contractor shall cut down and remove each tree, including all wood, branches, or debris. The wood shall be disposed of by the Contractor at his own expense or at a place approved by the Engineer at the time of construction. The Contractor shall be responsible for damage to all underground utilities adjacent property, persons, etc. and shall make restitution ' for such damage to the satisfaction of the Engineer. This item shall apply to all trees shown for removal on the plans or designated at the time of construction. OPSS 201 will not apply to the size of the trees. I I 1 SP -3 ITEM NO.2 ' GRUBBING (STUMPS ALL SIZES) For the unit price bid, the Contractor shall completely remove all stumps and roots designated on ' the plans or directed by the Engineer at the time of construction. The Contractor shall dispose of all stumps and debris at a site arranged by him at his own expense and approved by the Engineer. The Contractor shall be responsible for damage to all underground utilities, sidewalks, adjacent property, persons, etc. and shall make restitution for such damage to the satisfaction of the Engineer. OPSS 201 will not apply to the size of stumps. ITEM NO.3 ' EARTH EXCAVATION For the unit price bid, the Contractor shall excavate to the required line and grade, or as directed by the Engineer at the time of construction. All excavated material shall be disposed of as outlined under the General SP - Disposal of Surplus Materials. The unit price bid shall also include all excavation and grading required for sidewalks and all excavation required at side street and private entrances. The unit price bid shall include the removal and disposal of designated asphalt, including curbs and any other minor structures ' encountered during the course of construction if not included as a separate item in the contract. The Contractor may be required to use approved excavated material as fill behind the proposed ' curbs at sites designated by the Engineer. The Contractor may be required to salvage existing granular material to be used as ' granular backfill to the roadbed and placed as directed by the Engineer. Payment for this work will be paid as earth excavation per cubic metre based on the theoretical calculated end areas for the roadbed excavation. The Contractor shall give the local utility sufficient time after the road excavation is completed I to do any work necessary regarding utilities before any granular backfill is placed. The Contractor shall restore each block for traffic before beginning excavation in any other block. Access to commercial establishments will be maintained at all times by a method satisfactory to the Engineer. I SP -4 , ITEM NOS. 6 & 7 GRANULAR "A" AND GRANULAR "B" For the unit price bid, the Contractor shall supply to the site, place, fine grade and compact Granular "A" and Granular `B" materials required in the roadway for roadbed, subdrains, shouldering, driveways, under the sidewalk and curb and gutter, which are applicable to this contract. All other Granular "A" or Granular `B" materials required shall be included in the unit prices bid for those items where material is required. ITEM NOS. 8 & 9 HOT MIX HL -4 AND HOT MIX MISCELLANEOUS General For the unit price bid, the Contractor shall supply all labour, equipment and materials, for the execution of paving work in accordance with OPSS 310 for Marshall mixes of Hot Mix Asphalt (HMA). The Contractor's unit price bid for this item shall also include all ramping, transverse joints, and/or removal of all transverse joints as directed by the Engineer. If applicable, tack coating will be included and paid as a separate item in the contract. All asphalt plant operations shall comply with municipal regulations and ordinances governing the area in which the plant is located. The Contractor will be required to submit a mix design for approval prior to commencing the paving operations. Materials Performance graded asphalt cement shall be PG 58 -28. The Performance Graded Asphalt Cement (PGAC) will conform to OPSS 1101 for the specified grade. Equipment OPSS 310 is amended in that automatic screed controls are not required. No surface trial coat area shall be required under this contract. Construction • When the Hot Mix Price Adjustment is part of the contract, asphalt cement sampling and testing is a requirement of the contract and all costs to be paid by the Contractor. • Asphalt cement sampling and testing is not a requirement of the contract. 1 1 I 11 I I I 1 I 1 ' SP -5 • The contractor is responsible for all Quality Control (QC) testing. The QC documentation shall be made available to the Engineer upon request. • Quality control testing are to be used for acceptance in place of Quality Assurance test 1 results. • 450 mm stepped joints are required when placing HMA adjacent to existing paved areas with an existing asphalt depth of 100 mm or more. • Hot Mix Asphalt padding shall be placed prior to placing the surface course of asphalt. The tonnage required for HMA padding will be included with the appropriate HMA item. ' OPSS 310.07.11.04 Longitudinal and Transverse Joints is amended as follows: b. Where a surface course is placed flush against an existing HMA pavement, a stepped joint shall be prepared by removing the existing surface course to its full depth for a length of 0.5 m and the remaining depth shall be trimmed to form a straight vertical face (see Asphalt Joint Detail BMROSS 208). Removal of existing surface course shall be by means of burning out or a milling machine. Hot Mix Miscellaneous 1 The Contractor shall also take note that he is to pave designated drives, boulevards and areas behind the curb as directed by the engineer. This hand laid asphalt will only apply to areas that, 1 in the opinion of the Engineer, do not permit the operation of a paving machine. The supply of the HL -3 for these areas shall be included under the item for Hot Mix Miscellaneous. Hot Mix Miscellaneous shall be measured in square metres. In areas where Hot Mix Miscellaneous is designated on the plans and more than one 50 mm lift of Hot Mix is required, measurement for payment will be made as if two single courses of Hot Mix were required. ' Hot Mix Price Adjustment ' Payment to the contractor for hot mix to be based on changes to the Ministry of Transportation's performance graded asphalt cement price index as presented herein. The price index will be published monthly in the MTO Contract Bulletin and displayed on the OHMPA ( www.ohmpa.orr ) and the MTO website ( www.ra sg mto.gov.on.ca The price index will be used to calculate the amount of the payment adjustment per tonne of asphalt cement accepted into the Work. The price index will be based on the price, excluding taxes, FOB the depots in the Toronto area, of asphalt cement grade PG 58 -28 or equivalent. One index will be used to establish and calculate the payment adjustment for all grades. As of July 2006 the price index for each month will reflect the average of the same month's prices and be published on the last day of the month and be retroactively applied to HMA laid in the same month. 1 A payment adjustment per tonne of asphalt cement will be established for each month in which paving occurs when the price index for the month differs by more than $15.00 /tonne from the SP -6 AC price index for the month prior to tender opening. When the price index differential is less then $15.00 /tonne, there will be no payment adjustment for that month. Payment adjustments ' due to changes in the price index are independent of any other payment adjustments made to hot mix tender items. The payment adjustment per tonne will apply to the quantity of asphalt cement in the machine laid hot mix accepted into the Work during the month for which it is established. The payment adjustment for the month will be calculated by the following means: 1. When AC Prices are Rising by more than $15.00 /tonne: the payment adjustment to be paid to the Contractor is the result of subtracting the price index for the month prior to , tender opening from the price index in effect when paving takes place, minus the $15.00 float, multiplied by the number of tones of PGAC incorporated in the mix(s) as determined by the average of field test results. ' 2. When AC Prices are Falling by more than $15.00 /tonne: the payment adjustment made , in favour of the Owner is the result of subtracting the price index in effect when paving takes place, plus the $15.00 float from the price index for the month prior to the tender opening, multiplied by the number of tones of PGAC incorporated in the mix(s) as , determined by the average of field test results. When Paving Occurs After the Date of Completion: The price index for the month of , completion shall be used when determining the payment adjustment should the paving be performed after the specified completion date. The calculations used in determining the payment, regardless of rising AC prices or falling AC prices, shall be as indicated above. , For mixes which contain reclaimed asphalt pavement, the quantity of new asphalt cement will be , determined from the difference between the asphalt cement content required by the job mix formula and the asphalt cement content of the reclaimed asphalt pavement incorporated into the hot mix, as calculated by the Contract Administrator. ' The quantity of new asphalt cement includes all grade of asphalt cement supplied by the Contractor with and without polymer modifiers. For each month in which a payment adjustment ' has been established, the quantity of the escalation/de- escalation will be calculated using the hot mix quantity accepted into the Work and its corresponding asphalt cement content as determined by the average of field test results. For mixes which contain reclaimed asphalt pavement, the increase due the contractor or the rebate due the owner will be calculated as if virgin hot mix asphalt has been supplied. This fairly reflects the increasing value of the Contractor's RAP pile when AC prices are increasing and the opposite when they are declining. I I I SP -7 Example 1 — AC Prices Increasing . PGCA 64 -28 specified, 3,000 tonnes of HL3 @ 5.2% AC (156.0 tonnes AC) . The effective Price Index on July 17, 2006 on tender opening is $433.80 (June 2006) /tonne (PG 58 -28) ' The applicable Price Index as published on August 31" effective for the August 17` 24`", 2007 actual paving dates is $504.00 /tonne (PG 58 -28) Payment adjustment to be paid to the Contractor: ($504.00 - $15.00) - $433.80 x 156 tonnes AC = $55.20 x 156 tonnes AC = $8,611.20 I Example 2 — AC Prices Decreasing . PGAC 58 -28 specified, 4,500 tonnes of HL8 @ 4.6% AC (207.0 tonnes AC) . The effective Price Index on May 5 2007 on tender opening is $508.60 (April 2007) /tonne (PG 58 -28) The applicable Price index as published on October 31 effective for the October 11' 2007 actual paving dates in $451.35 /tonne (PG 58 -28) Payment for hot mix items reduced by: $508.60 — ($451.35 + $15.00) x 207 tonnes AC = $42.25 x 207 tonnes AC = $8,745.75 ITEM NO. 10 REMOVAL OF BITUMINOUS PAVEMENT (OUTSIDE EXCAVATION) For the unit price bid, the Contractor shall supply all labour and equipment to remove and dispose of bituminous pavement from those areas shown on the drawings or as directed by the Engineer at the time of construction. This item will only be used for removal of asphalt where the earth excavation item is not applicable and will include saw - cutting, if required. Disposal of asphalt shall be as outlined under the General SP- Disposal of Surplus Materials. ITEM NO. 11 ADJUST EXISTING MAINTENANCE HOLES AND CATCH BASINS TO GRADE For the unit price bid, the Contractor shall supply all labour, equipment and material to adjust the designated maintenance holes or catch basins to the grade established by the Engineer at the time of construction. The frames and grates shall be adjusted by removing or placing additional precast concrete adjustment units. The precast adjustment units will be grouted into place by means of an approved mortar mix and shall be parged inside and outside with 12 mm thick mortar coat. Asphalt removal and restoration around structures shall be included in the price bid per each and shall include placing asphalt to the depth of existing asphalt for all disturbed areas where applicable. All work shall be carried out to the satisfaction of the Engineer. Adjustment The adjustment of maintenance holes and catch basins will apply where the tops are to be raised or lowered by 600 mm or less using adjustment units. Uviu ITEM NO. 12 SUPPLY MAINTENANCE HOLE COVERS AND /OR CATCH BASIN FRAMES AND GRATES For the unit price bid, the Contractor shall supply maintenance hole covers or catch basin covers as specified in the Tender Form, as designated on the drawings or by the Engineer at the time of construction. All existing frames and grates removed, where applicable, are the property of the Owner and shall be delivered to the Owner's yard at the Contractor's expense. ITEM NO. 13 REMOVAL OF EXISTING MAINTENANCE HOLES AND CATCH BASINS For the unit price bid, the Contractor shall supply all labour, equipment and material to excavate, remove and dispose of the maintenance holes and catch basins shown on the drawings or as directed by the Engineer at the time of construction. The Contractor shall backfill the excavation with Granular `B ", compact the excavation and dispose of all debris to the satisfaction of the Engineer. All existing frames and grates removed are the property of the owner and shall be delivered to the owner's yard at the Contractor's expense. It will be the Contractor's responsibility to seal off any existing pipes or reconnect to new outlets. The Contractor shall note here that catch basins constructed from inverted sewer tile shall not be considered for payment. Disposal of material shall be as outlined under the General SP — Disposal of Surplus Materials. ITEM NO. 14 REMOVAL OF CONCRETE CURB OR CURB AND GUTTER For the unit price bid the contractor shall supply all labour, equipment, and materials to remove the existing concrete curb or curb and gutter as indicated on the contract drawings or as directed by the Engineer at the time of construction. The unit price bid shall include the cost of saw cutting the existing asphalt pavement adjacent to the curb and gutter being removed. Disposal of material shall be as outlined under the General SP- Disposal of Surplus Materials. ITEM NO. 15 CONCRETE CURB AND GUTTER (ALL TYPES) For the unit price bid, the Contractor shall supply all labour and materials. Further to the requirements of 353.07.06, Joints, the Contractor, when placing concrete curb and gutter, by the extrusion method, shall saw -cut contraction joints in the hardened concrete within a sufficient time of placing of the curb and gutter to prevent uncontrolled cracking. The spacing of these joints shall be not more than 5.0 metres. 1 SP -9 ITEM NO. 16 REMOVAL OF CONCRETE SIDEWALK AND DRIVES For the unit price bid, the Contractor shall supply all labour, equipment and material to remove 1 the concrete sidewalks and drives as indicated on the contract drawings or as directed by the Engineer at the time of construction. When the existing sidewalk or drive is to be replaced as indicated on the contract drawings, the unit price bid shall also include the removal of an additional 125mm (min) of any non - granular material under the existing concrete. This additional depth is required for the placement of the Granular "A" base for the new concrete. The unit price bid shall include the saw cutting of existing concrete sidewalk or drive at the side streets and private walks adjacent to the front of buildings. The Contractor shall be responsible ' for any damages to existing building fronts during the removal of existing sidewalks, where applicable. Excavated material and concrete shall be disposed of as outlined under the General SP - Disposal of Surplus Materials. ITEM NO. 17 PLACE CONCRETE SIDEWALK AND DRIVES For the unit price bid, the Contractor shall supply all labour and materials to place concrete sidewalks and drives where indicated on the drawings or designated by the Engineer at the time of construction. OPSS 351 is amended to include the following: 351.05.01 - Concrete - coarse aggregate shall be crushed limestone and the mix design shall be submitted to the Engineer for approval. ' 351.05.04 - Granular - the granular material shall be Granular "A ". 351.07.02.02 - Granular Base - the placement depth of Granular "A" shall be 125 mm minimum or to the same depth as the sidewalk or drive. ' 351.07.10 - Joints, all longitudinal and transverse joints shall be saw cut contraction joints in the hardened concrete within a sufficient time of placing the sidewalk. 351.10 - Basis of Payment - Granular "A" shall be paid under the item Granular "A" as ' specified in OPSS 314. ITEM NO. 18 ' TOPSOIL (IMPORTED) For the unit price bid, the Contractor shall fine grade to a uniform surface the areas to be ' topsoiled as indicated on the contract drawings or as designated by the Engineer at the time of construction. The topsoil shall be of good quality, subject to the Engineer's approval The Contractor shall uniformly spread the topsoil to a depth of not less than 100 mm. The cost of fine grading, supplying, placing and raking the topsoil shall be included in the unit price bid. SP -10 ITEM NO. 19 SODDING (NURSERY, UNSTAKED) , For the unit price bid, the nursery sod and water for sod shall be supplied and placed by the Contractor at locations designated by the Engineer at the time of construction. , All sod shall meet the requirements current at the date of contract of the Ontario Sod Growers Association for No. I Bluegrass Fescue Sod and shall be cut to a minimum thickness of 19 mm. , All sod shall be delivered to the site in good condition and placed in a manner satisfactory to the Engineer. The sod shall be watered by the Contractor at his expense using approved equipment and in a i manner that shall not erode, wash away, or damage the sod or topsoil. The maintenance period for OPSS 571 has been amended. The maintenance period for sod shall ' be one year from the date of completion. ITEM NO. 20 ' SEEDING AND MULCHING For the unit price bid, the Contractor shall supply all material, equipment and labour to place the ' fertilizer, seeding and mulching. All material and construction procedures shall be in accordance with OPSS 572. Cover material ' shall be Straw Mulch or Hydraulic Mulch, unless defined elsewhere in the contract. The seed shall be top quality standard roadside mix, consisting of the following: ' The rate of application for the seed shall be one kilogram per 100 square metres. The Contractor , shall guarantee a catch of grass as per OPSS 572 and will be responsible for all reseeding if necessary. In addition to the 30, 60, and 90 day inspection of seeded areas in OPSS 572, the maintenance , period for seeding shall be extended to one year from the date of completion. This requirement shall be suspended during the winter dormant period or when site conditions prohibit a visual ' field inspection. J Creeping Red Fescue 55% Canadian Bluegrass 27% Perennial Ryegrass 15% ' White Clover 3% The rate of application for the seed shall be one kilogram per 100 square metres. The Contractor , shall guarantee a catch of grass as per OPSS 572 and will be responsible for all reseeding if necessary. In addition to the 30, 60, and 90 day inspection of seeded areas in OPSS 572, the maintenance , period for seeding shall be extended to one year from the date of completion. This requirement shall be suspended during the winter dormant period or when site conditions prohibit a visual ' field inspection. J r r SP -11 ' ITEM NO. 21 REMOVE AND REPLACE CULVERTS For the unit price bid, the Contractor shall remove and replace, including excavation and backfill for culverts across the roadway or entrances as shown on the plans or directed by the Engineer at the time of construction. All work shall be done in accordance with OPSS 421. The bedding and backfill of the pipe shall be as per OPSD 802.010, 802.013 or 802.014, whichever is applicable to the soil type. All bedding and backfill material shall be approved granular material compacted to a minimum dry density of 100 %. ITEM NO. 22 REMOVE AND REPLACE PRECAST CONCRETE UNIT PAVERS ' For the unit price bid, the Contractor shall supply all labour, equipment and material to remove, ' salvage and re -lay the existing concrete unit pavers as indicated on the contract drawings or as directed by the Engineer. When relaying the unit pavers, the contractor will match the pre - construction pattern. Any additional pavers required shall be supplied by the Owner and any surplus pavers shall become the property of the Owner. Construction • Setting bed for the pavers to be 25mm of limestone screening, ' • Joint filler to be a clean, sharp natural, fine masonry sand. • Sealer to be applied as per manufacturer's specifications. All materials required for setting bed, joint filler and sealer shall be included in the unit price bid for this item. All other work shall be in accordance with OPSS 355. ' ITEM NO. 23 REBUILD EXISTING MAINTENANCE HOLES ' For the unit price bid, the Contractor shall supply all labour and materials to rebuild the top section of the designated maintenance holes. ' Rebuilding of Cast -in -Place Units The rebuilding of maintenance holes, catch basins or ditch inlets will apply when the top of the ' structure is to be lowered more than 50 mm or is to be raised more than 600 mm. To lower the tops of structures with upper frustum sections, the concrete in the structures shall be removed for the entire depth of the frustum plus as much of the straight wall sections as is necessary. The upper section of the structures shall then be rebuilt with standard frustums. n SP -12 the interface between the two units shall be the full width of the wall with a concrete collar 1 To lower the tops of straight walled structures, the upper sections of concrete shall be removed. At the junction of the two sections, should the overall height of the structure exceed 5.0 in in 1 To raise the tops of structures with upper frustum sections, the concrete in the structures shall be removed for the entire depth of the frustums. The upper sections, including straight walls and ' the frustum, shall then be rebuilt. 1 To raise the top of straight walled structures, the existing walls shall be extended upward in concrete. , Where cast -in -place units are to be raised with cast -in -place concrete, the top surfaces of all existing walls shall be roughened before the walls are extended upwards. 1 Rebuilding Precast Units , elevation of the rebuilt wall section shall match as nearly as possible the existing road surface, , Where the tops are to be lowered, or raised in excess of 600 mm, the top section of the pre -cast maintenance holes shall be removed, and riser sections of suitable heights shall be removed, , substituted for, or added. The existing top sections may be repositioned or replaced by suitable , substitutes. Should the joint profile of new riser sections differ from the joint profile of the existing structure, the interface between the two units shall be the full width of the wall with a concrete collar , poured around the exterior of the joint. At the junction of the two sections, should the overall height of the structure exceed 5.0 in in 1 depth, safety platforms shall be installed as per OPSD 404.020. Asphalt removal and restoration around structures shall be included in the unit price bid and shall ' include placing the asphalt to the depth of existing asphalt for all disturbed areas where applicable. The frame and cover shall be retained for replacement following the rebuilding of the masonry section using precast concrete adjustment units. Concrete adjustment units shall be set in a full mortar bed and shall be parged inside and outside with a 12 mm thick mortar coat. The finished , elevation of the rebuilt wall section shall match as nearly as possible the existing road surface, due allowance being made for the depth of the maintenance hole frame and cover and new lift of asphalt pavement. , The work of rebuilding the upper maintenance hole wall sections shall include the replacing of the existing or new frame and cover, in a full mortar bed and with parging both inside and out. 1 All work shall be carried out to the satisfaction of the Engineer. ITEM NO. 24 1 SUPPLY, EXCAVATE FOR, PLACE AND BACKFILL STORM PIPE SEWERS For the unit price bid, the Contractor shall supply all labour, equipment and materials for the , complete installation and testing of the storm sewers as indicated on the contract drawings. The sizes of the sewers as well as the backfrll material are as noted on the Form of Tender and on the contract drawing. 1 1 ' SP -13 Pipe Material ' OPSS 410.05 materials is amended to accept the following pipe material for storm sewers: (a) Concrete Sewer Pipe (Rigid) - 150 mm to 375 mm Class 3 - 375 mm or greater as specified in the tender form (b) Polyvinyl Chloride (PVC) Pipe (Flexible) - Class SDR 35 or Class V (320 kPa) - Annular ribbed profile for ribbed pipe ' (c) Polyethylene Sewer Pipe (Flexible) - CSA certified Sewer Class to B 182.6 - 150 mm to 600 mm (Perforated were noted on Tender Drawings) - smooth inner wall, annular corrugated profile (320 kPa), 15 PSI bell and spigot joints shall have elastomeric gaskets (CSA certified to B 182.6). If pipe material selected differs from that specified in the Form of Tender, the Contractor shall, ' upon request, supply the Contract Administrator with proof of CSA certification for both the pipe and the elastomeric gaskets, all at the expense of the Contractor. The Contractor shall supply the pipe in the size and strength designated, as noted in the Form of Tender or approved equivalent by the Contract Administrator. Bedding and Backfill Bedding shall be Class B as per OPSD 802.030, 802.031, 802.032, 802.033 or 802.034 for rigid pipe and whichever soil type is applicable. Bedding shall be as per OPSD 802.010, 802.013, or 802.014 for flexible pipe and whichever soil ' type is applicable. Bedding material shall be Granular "A ". Cover material shall be approved granular material or select native granular material to 300 mm above the top of pipe. Backfill shall be approved selected native material compacted to a minimum dry density of 95% or granular material compacted to a minimum dry density of 100% as noted in the Form of Tender. The unit price bid shall include the cost of all granular bedding, cover material and the backfilling noted herein. All excavated material not required for backfill shall be disposed as outlined under the General ' SP - Disposal of Surplus Materials. The cost of this work shall be included in the unit price bid of sewer. ' Perforated Storm Sewer Perforated storm sewer to be installed as per detail on Drawing 6. The unit price bid shall include 19 mm dia. clear stone wrapped in non -woven filter cloth. Class 1 with Filter Opening Size (FOS) of 130 -100 um, as directed by the Contract Administrator. 1 i SP -14 Field Testing All deflection testing of sewers as per OPSS 410.07.16 shall be included in the unit price bid if , using PVC or polyethylene pipe. Compaction ' All bedding, cover and backfill materials shall be placed in layers prior to compacting in accordance with OPSS 514.07.10. Compaction shall be done using a "Hoepac" type compaction unit. , All costs of compaction and water used for compaction shall be included in the unit price for sewer. No additional payment will be made for removal of existing sewers, watermains, or , minor structures encountered in the trench excavation. Removing Existing Storm Sewer , The unit price bid shall include the cost of removing existing storm sewers where applicable. , Abandoning Sewers The Contractor will be required to plug up, by means of brick and mortar, certain existing sewers that are to be abandoned, as directed by the Contract Administrator. The cost of this work is to ' be included in the Contractor's bid for new sewer intercepting these old sewers or drains. Connecting Sewers , The Contractor will be required, at his own expense, to make all connections to new and existing catch basins, maintenance holes, culverts, or sewers (regardless of pipe material) in a manner set , out in the contract drawings or as designated by the Contract Administrator at the time of construction. ' Maintenance of Flow The Contractor shall provide for the maintenance of flow in all sewers and maintenance holes at , all times. Restoration , Restoration shall be as outlined under General SP - Restoration. ITEM NO. 25 SUPPLY, EXCAVATE FOR, PLACE AND BACKFILL 600 mm x 600 mm , CATCH BASINS (705.010), 600 mm x 1450 mm TWIN INLET CATCH BASINS (705.020), 600 mm x 600 DITCH INLETS (705.030), INCLUDING FRAME AND GRATES ' For the unit price bid, the Contractor shall supply all labour, equipment and materials for the complete installation of the structures as indicated on the contract drawings. The sizes of the structures are as noted on the Form of Tender and on the contract drawing. ' 1 ' SP -15 The contractor shall excavate to the required grade, supply the necessary granular bedding and backfill and compact the material in accordance with OPSS 516. The unit price bid shall also include the supply and placing of catch basin frames and grates in ' accordance with OPSD 400.110 and the cost of connecting new basins to existing sewers as directed at the time of construction. Compaction around catch basins shall be done using a "Hoepac" type compaction unit. Payment for the structure shall be 80% of the unit price for the installation and 100% of unit price upon completion of parging and removal of debris from the bottom of the structure. ' When the surface course of asphalt is to be placed at a later date, the unit price bid shall also include ramping of the structure and the installation of 50mm diameter PVC drains as per BMROSS Standard Drawing 702. ITEM NO. 26 ' SUPPLY, EXCAVATE FOR, PLACE AND BACKFILL 1200 mm, 1500 mm, 1800 mm and 2400 mm PRECAST MAINTENANCE HOLES AND MAINTENANCE HOLE - CATCH BASINS, OPSD 701.010, 701.011, 701.012, or 701.013, INCLUDING FRAMES ' AND GRATES For the unit price bid, the Contractor shall supply all labour, equipment and materials for the complete installation of the structures. The sizes of the structures are as noted on the Form of Tender and on the contract drawing. ' The Contractor shall excavate to the required grade, supply the necessary granular bedding and backfill and compact the material in accordance with OPSS 516. The Contractor shall supply and install frames and grates as shown on the drawings to the grade established by the Contract Administrator. The Contractor shall supply ladder rungs and all materials to make all connections to existing sewers. ' Also, when required, included in the unit price bid, the Contractor shall include the benching of all storm maintenance holes designated, as per OPSD 701.021. 1 Where new maintenance holes are to be constructed on existing sewers, the Contractor will be required to maintain the sewage flow by either piping through the maintenance hole location or providing by -pass pumping around the maintenance hole site. Prior to the commencement of work, the Contract Administrator shall approve the method proposed by the contractor for maintaining flow. Compaction around maintenance holes shall be done using a "Hoepac" type of compaction unit. I SP -16 Payment for the structure shall be 80% of the unit price for the installation and 100% of unit price upon completion of parging, removal of debris from the bottom of the structure and ' benching when applicable. ITEM NO. 27 RECONNECT EXISTING DRAINS AND SERVICES (up to 250 mm dia.) For the unit price bid, the Contractor shall excavate for, supply and install, reconnect and backfill 1 all existing drains and /or services encountered, as directed at the time of construction. All connections shall be made with approved couplings (Fernco or equivalent). Payment under this item will only be paid when directed by the Contract Administrator to: Relocate drains and services that conflict with the sewer and /or watermain in horizontal or ' vertical alignment. Repair any drains and services encountered that have not been shown on the drawings. , The Contractor is responsible for replacing all other broken or damaged drains and services encountered in the excavation. ITEM NO. 28 SUPPLY AND PLACE 150 mm FILTER WRAPPED PERFORATED SUBDRAIN , INCLUDING EXCAVATION For the unit price bid, the Contractor shall excavate for, supply and install the subdrain, including ' filter wrap (non -woven type) Class 1 with a Filter Opening Size (FOS) of 130 -100 Nm as directed by the Contract Administrator. The supply and backfrlling of granular backfill shall be paid for with the granular item for the roadbed. ' Pipe Material OPSS 405.05 Materials is amended to accept the following material for pipe subdrains. ' (a) Corrugated steel pipe minimum 1.3 mm thickness (b) Polyethylene Big "O" Boss 2000 or equivalent. The filter wrap geotextile shall be in accordance with OPSS 1860. ' The maximum stone size for the granular backfill shall be 50 mm dia. SP -17 ITEM NO. 29 INSTALLATION OF STORM SERVICES For the unit price bid, the Contractor shall supply all labour, equipment and materials for the ' complete installation of the private drain connections as indicated on the contract drawings. The sizes of the services are as noted on the Form of Tender. The unit price bid shall also include the cost of the main line service tee and end cap required for each service. Pipe Material Pipe material for private drain connections shall be polyvinyl chloride (PVC) SDR -28. Bedding and Backfill Bedding and cover shall be as per OPSD 1006.010 for rigid main pipe sewer and OPSD 1006.020 for flexible main pipe sewer. Backfill shall be as noted on the Form of Tender. Compaction All bedding, cover and backfill materials shall be placed in layers prior to compacting in accordance with OPSS 514.07.10. Compaction shall be done using a "Hoepac" type compaction unit. Installation of Services All services shall include an end cap and the ends of all services shall be marked by a 50 mm x 100 mm wood post extending from the service to 300 mm above the surface of the ground with the top section painted fluorescent green. The post shall be supplied and placed by the Contractor. The unit price bid shall include all restoration outside the limits of the grading operations of the road reconstruction part of the project, when applicable. Restoration Restoration shall be as outlined under General SP - Restoration. ITEM NO. 30 STORM SEWER SERVICE CLEANOUT For the unit price bid, the Contractor shall supply all labour and materials for the complete installation of service cleanouts as shown on the detail drawing. BMROSS Standard Drawing 1002. ' Each cleanout shall be a 100 mm diameter cover equal to a Malcolm Bolter Cover (Bell end) as supplied by Crowle Fittings Ltd., or equivalent. Adaptors to be provided as required. ' Each cleanout shall be clearly marked with a minimum of 2.0 m of 50 x 100 wooden post. 6Y0E3 ITEM NO. 31 SUPPLY, EXCAVATE FOR, PLACE AND BACKFILL INLINE DRAIN CATCH BASINS For the unit price bid, the Contractor shall carry out all excavation, bedding and backfill, supply all material and labour required to complete the construction of inline drain catch basins in accordance with the standard drawings for inline drain catch basins in the sizes noted in the Form of Tender and on the drawings. The unit price bid shall include all costs of connecting the inline drain catch basins to existing sewers as directed or as shown on the drawings. ITEM NO. 32 HANDLAID RIP RAP INCLUDING NON -WOVEN GEOTEXTILE For the unit price bid, the Contractor shall supply all labour, equipment and material to place the handlaid rip rap and geotextile fabric as indicated on the contract drawings, OPSD 810.010 for Sewer and Culvert Outlets, OPSD 810.020 for Ditch Inlets, and as directed by the Contract Administrator at the time of construction. No construction equipment shall be permitted beyond the top of bank. All disturbed areas shall be restored at the Contractor's expense as per the General Restoration Requirements. Materials • Rip Rap Classification shall be R -50 as per OPSS 1004 - Table 5, Gradation Requirements for Gabion Stone and Rip -Rap. • The Geotextile shall be a non - woven, Class II, according to OPSS 1860, with a FOS of 75 to 150 pm. ITEM NO. 33 REMOVE EXISTING SEWER For the unit price bid the Contractor shall remove and backfill existing sewers as directed by the Contract Administrator. The granular backfill material shall be included in the unit price bid for this item. Backfill to be compacted to a minimum dry density of 100 %. Payment of this item will only be made where the existing sewer being removed is outside of the excavated trench for the other proposed works in the opinion of the Contract Administrator. Excavated material and storm sewer pipe shall be disposed of by the Contractor. ITEM NO. 34 SANITARY SEWER PIPE For the unit price bid, the Contractor shall supply all labour, equipment and materials for the complete installation and testing of the sanitary sewers as indicated on the contract drawings. The sizes of the sewers as well as the backfill material are as noted on the Form of Tender and on the contract drawing. SP -19 Pipe Material Pipe material for sanitary sewers shall be as noted in the Form of Tender. Where required and shown on the drawings, end caps, adapters, reducers, etc. shall be provided and the cost included ' in the unit price bid for this item. ' Bedding and Backfill Bedding shall be Class B as per OPSD 802.030, 802.031, 802.032, 802.033 or 802.034 for rigid I pipe and whichever soil type is applicable. Bedding shall be as per OPSD 802.010, 802.013 or 802.014 for flexible pipe and whichever soil ' type is applicable. Bedding material shall be Granular "A ". Cover material shall be approved granular material or ' select native granular material to 300 mm above the top of pipe. Backfill shall be approved selected native material compacted to a minimum dry density of 95% ' or granular material compacted to a minimum dry density of 100% as noted in the Form of Tender. ' The unit price bid shall include the cost of all granular bedding, cover material and the backfilling noted herein. ' All excavated material not required for backfill shall be disposed of as outlined under the General SP - Disposal of Surplus Materials. The cost of this work shall be included in the unit price bid per metre of sewer. ' Maintenance of Flow The Contractor shall provide for the maintenance of flow of sanitary sewage in the sewers and in any maintenance holes being connected by this work. ' The Contractor shall provide adequate pumping and power facilities to maintain operation of the sewer system on a continuous basis. The method of maintaining flow shall be approved by the Contract Administrator in advance of construction proceeding. 1 All cost of maintaining sewage flow, where required, shall be included in the unit price bid for these items. Connecting Sewers and Modifying Benching ' The cost of breaking into, connecting, sealing and modifying the existing benching to accommodate the same pipe size shall be included in the unit price bid. All work shall be in accordance with OPSS 409 and 409.10. Basis of payment is amended to be ' included in the unit price bid per metre of sewer pipe. Cleaning and Flushing Pipe Sewers ' OPSS 410.07.17 is to be included in the unit price bid for this item. Restoration ' Restoration shall be as outlined under General SP - Restoration. t ITEM NOS. 35 & 36 , INSTALLATION OF SANITARY SERVICES For the unit price bid, the Contractor shall supply all labour, equipment and materials for the , complete installation of the sanitary services as indicated on the contract drawings. The sizes of the services are as noted on the Form of Tender. The unit price bid shall also include the cost of the main line service tee and end cap required for each service. ' Pipe Material Pipe material for sanitary sewer services shall be polyvinyl chloride (PVC) SDR -28. , SP -20 Removing Existing Sanitary Sewer The unit price bid shall include the cost of removing existing sanitary sewers where applicable. , Field Testing The unit price bid shall include infiltration or exfrltration test and deflection testing in accordance with OPSS 410.07.16 - Field Testing. , Closed Circuit Television Inspection of Pipelines All mainline sewer shall be television camera inspected, including the complete inspection and view of all laterals and deficiencies as per OPSS 410.10.02. The Contractor will engage a Closed Circuit Television Inspection Contractor and co- ordinate the work to have it completed prior to achieving substantial performance for the contract. , The General Contractor will be responsible for hiring the Closed Circuit Television Inspection Contractor directly, however, the Closed Circuit Television inspection work will be carried out ' under the supervision of, and to the satisfaction of, the Contract Administrator. Compaction ' All bedding, cover and backfill materials shall be placed in layers prior to compacting, in accordance with OPSS 514.07.10. Compaction shall be done using a "Hoepac" type , compaction unit. All work shall be in accordance with OPSS 409 and 409.10. Basis of payment is amended to be ' included in the unit price bid per metre of sewer pipe. Cleaning and Flushing Pipe Sewers ' OPSS 410.07.17 is to be included in the unit price bid for this item. Restoration ' Restoration shall be as outlined under General SP - Restoration. t ITEM NOS. 35 & 36 , INSTALLATION OF SANITARY SERVICES For the unit price bid, the Contractor shall supply all labour, equipment and materials for the , complete installation of the sanitary services as indicated on the contract drawings. The sizes of the services are as noted on the Form of Tender. The unit price bid shall also include the cost of the main line service tee and end cap required for each service. ' Pipe Material Pipe material for sanitary sewer services shall be polyvinyl chloride (PVC) SDR -28. , ' SP -21 Bedding and Backfill Bedding and cover shall be as per OPSD 1006.010 for rigid main pipe sewer and OPSD 1006.020 for flexible main pipe sewer. Backfill shall be as noted on the Form of Tender. Compaction All bedding, cover and backfill materials shall be placed in layers prior to compacting in accordance with OPSS 514.07.10. Compaction shall he done using a "Hoepac" type compaction unit. Installation of Services For the unit price bid, the Contractor shall include the cost of connecting to existing sanitary services with the approved fittings and material to make the connection (Fernco or equivalent). The unit price bid shall include all restoration outside the limits of the grading operations of the road reconstruction part of the project, when applicable. All services to vacant lots shall include an end cap and the ends of all services shall be marked ' by a 50 mm x 100 mm wood post extending from the service to 300 mm above the surface of the ground with the top section painted fluorescent green. The post shall be supplied and placed by the Contractor. For the unit price bid for the Controlled Settlement Joint fitting, the Contractor shall supply all ' labour, equipment, and material for the installation of the fitting as per the manufacture's specifications. ' Restoration Restoration shall be as outlined under General SP - Restoration. ITEM NO. 37 ' SUPPLY, EXCAVATE FOR, PLACE AND BACKFILL 1200 mm PRECAST MAINTENANCE HOLES, OPSD 701.010 For the unit price bid, the Contractor shall supply all labour, equipment and materials for the complete installation of the structures. The sizes of the structures are as noted on the Form of Tender and on the contract drawing. ' The Contractor shall excavate to the required grade, supply the necessary granular bedding and backfill and compact the material in accordance with OPSS 516. ' For the unit price bid, the Contractor shall supply and install frames and grates as shown on the drawings to the grade established by the Contract Administrator. The Contractor shall supply ' ladder rungs and all materials to make all connections to existing sewers. i Also included in the unit price bid, the Contractor shall include the benching of all sanitary maintenance holes designated in accordance with standard drawing OPSD 701.021. SP -22 Where new maintenance holes are to be constructed on existing sewers, the Contractor will be required to maintain the sewage flow by either piping through the maintenance hole location or providing bypass pumping around the maintenance hole site. Prior to the commencement of work, the Contract Administrator shall approve the method proposed by the contractor for maintaining flow. Compaction around maintenance holes shall be done using a "Hoepac" type compaction unit. Payment for the structure shall be 80% of the unit price for the installation and 100% of unit price upon completion of parging, removal of debris from the bottom of the structure and benching when applicable. ITEM NO. 38 SUPPLY AND INSTALL SAFETY PLATFORM For the unit price bid, the Contractor shall supply all labour, equipment and materials required to install aluminium safety platforms. The safety platforms shall be aluminium and as per OPSD 404.020. The installation shall be in accordance with OPSS 407. ITEM NO. 39 PRECAST MAINTENANCE HOLE DROP STRUCTURES For the unit price bid, the Contractor shall supply all labour, equipment and material to construct the drop structures (external) at the sanitary sewer maintenance holes indicated on the contract drawings. Drop structures shall be 200 mm diameter in size. The required pipe, tees and bends shall be the same class as that used for sewers. 1 1 1 1 [1 1 ' SP -23 ITEM NOS. 40 - 43 ' WATERMAIN INSTALLATION Work Plan Prior to site activities, the Contractor shall submit a Work Plan for review by the Contract Administrator. The Work Plan shall provide the following construction details: • connection point(s) between existing and new watermains • source water connection(s) ' cross - connection prevention procedures and equipment • temporary watermains, if any swabbing details • hydrostatic pressure test details • disinfection details • dechlorination details ' flushing water disposal details • details of final connection to existing watermain. The Contractor shall allow two weeks for the review and approval of the Work Plan. No site work shall proceed until the Work Plan has been approved by the Contract Administrator. The Work Plan shall be submitted no later than at the pre- construction meeting. Watermain Construction and Materials The Contractor shall obtain the approval of the Operating Authority of the proposed disruption of service to make all connections to the existing distribution system. The watermain construction shall be staged so as to minimize water service distribution to residences. Property owners shall be informed by the Contractor a minimum of 24 hours in advance, as to when these disruptions will occur. Only authorized Operating Authority personnel shall operate valves on existing watermains for ' the purpose of controlling water. No person other than the authorized Operating Authority personnel shall shut down or charge any section of existing watermain or operate any valve for the purpose of controlling water from existing watermains. The Contractor shall provide the Operating Authority at least 48 hours advance notice when a change in control of the water is required. All necessary water supply interruptions shall be ' scheduled in co- operation with the local operating authority. The Contractor shall operate only those valves, hydrants and curb stops installed in their contract ' during the construction period and prior to the date of acceptance of the Contractor's work. After the works are accepted, only the local operating authority may operate the system. 1 SP -24 ' The unit price bid for each item shall include all costs incurred in excavating for, placing, anchoring and blocking, connecting, testing, flushing and disinfecting all watermain and fittings, as outlined in OPSS 701 and restoration outside general grading operations. The unit price bid per lineal metre shall include the cost of all granular bedding and backfrll up to subgrade and/or original ground. All costs of compaction and water shall be borne by the Contractor. Materials All materials for watermains, valves, valve boxes, etc., shall be supplied by the Contractor. No substitutes without Operating Authority approval or the approval of the Operating Authority. Watermain Watermain material shall be Polyvinyl Chloride PVC -C -900 Class 150 (DR -18). Pipe joints shall be bell and spigot with rubber gaskets. OPS 701.07.07 — Transporting, Unloading, Storage, and Handling pipe. End caps are a requirement of the contract. Gate Valves and Boxes Valves shall be resilient seated gate valves. Main line valves to be MJ type with standard operating nut. Hydrant valves to be MJ to MJ gate valve with standard operating nut. All valves to be supplied with "O" ring packing for water use and open counter - clockwise. Valve boxes shall be Canada Valve screw type with No. 6 base. Tapping valves and sleeves must meet with approval of the Operating Authority. Resilient- seated gate valves shall be in accordance with AWWA C509. Fittings All fittings shall be ductile iron cement mortar lined mechanical joint (MJ) type with adaptors to suit other materials, where necessary. All fittings must be suitably thrust blocked using concrete thrust blocking as per OPSD 1103.010 or 1103.020. A polyethylene barrier shall be used to prevent a bond between the fitting and the concrete. Ductile iron fittings shall be in accordance with AWWA C110 and the rubber- gasket joints for ductile iron fittings shall be in accordance with AWWA C111, pressure rating 1035kPa. I [I I [1 1 Hydrants Fire hydrants shall be the Mueller Canada Valve New Century type or approved McAvity equivalent. Hydrant specifications as follows: ' • 2 -64 mm hose connections • B pumper connection ' • Hydrants shall open counter - clockwise • Colour shall be RED t • Operating nut shall be standard • Hydrant length shall be such that the bottom of the upper barrel shall be 100 mm above finished grade • Bury depth 1.7 m. Dry - barrel fire hydrants shall be in accordance with AWWA C502. ' Services - Min. 19 mm, Max. 50 mm SP -25 • Corporation stops — Mueller, C.C. thread inlet/ compression joint outlet. • Curb Stop — Mueller, compression joint inlet/ compression joint outlet or approved equivalent. ' Pipe - to be 19 mm Type "K" copper tubing. • Service Boxes — Model No. D -1 by Concord -Clow or Mueller equivalent. Service box and stem (1.4 in to 1.7 m) with 25 mm dia. steel upper section. Box lids shall be regular ribbed ' with brass pentagon plus c/w standard stationary rod. • Service saddles — Model No. 2616 by Robar Industries Inc., stainless steel, double bolted, broad band. 1 Underground service line valves and fittings shall be in accordance with AWWA C800. I Model numbers shall be stamped on all valves and materials. ' Design It is the responsibility of the Contractor to ensure the performance of the pipe and the ' restraining systems. Design of the pipe joint restraining systems shall consider the pressures that the system will be ' subjected to as well as any expansion and contraction due to temperature changes during and following construction of the various pipe materials selected. LJ [] SP -26 Cathodic Protection a) Polyvinyl Chloride (PVC) or Polyethylene (PE) Mainline Piping as per OPSD 1109.011_ 1 Appurtenance Method of Protection i) Piping Not required ii) Hydrants One anode per each (see hydrant standard drawing OPSD 1105.01) iii) Services • Each copper service One anode per each service iv) Valves Sacrificial zinc nuts v) Fittings One anode per each or sacrificial zinc nuts 1 C • Anode sizes shall be 5.5 kg for watermain appurtenances up to and including 300 mm diameter and 11.0 kg for watermain appurtenances greater than 300 mm. • Anodes for steel pipe encasement shall be 11.0 kg for all sizes. , • Sacrificial zinc nuts shall be of the protecto -cap type and installed on each bolt. Excavation All excavated material not required for backfill shall be disposed of as outlined under the ' General SP - Disposal of Materials. The cost of this work shall be included in the bid per metre of watermain. Removal of Existing Mains, Services, Hydrants and Fittings I For the unit prices bid for watermain construction, the Contractor shall include the removal of , existing mains and services when required, and /or as directed by the Contract Administrator at the time of construction. These mains shall become the property of the Contractor and shall be removed from the site of the work. ' Any fittings deemed salvageable shall be delivered to the Operating Authority's Workshop. U ' SP -27 Remove and Salvage Existing Hydrant ' For the unit price bid, the Contractor shall remove the existing hydrant as directed by the Contract Administrator and the hydrant shall be delivered to the Operating Authority's Work's Shop in good order. Remove Existing Storm Sewer on Golf Links Road ' The unit price bid of watermain installation shall include the cost of removing existing storm sewer as shown on the drawings. Bedding and Backfill Bedding shall be Class B as per OPSD 802.030, 802.031, 802.032, 802.033 or 802.034 for rigid pipe and whichever soil type is applicable. Bedding shall be as per OPSD 802.010, 802.013, or 802.014 for flexible pipe for whichever soil type is applicable. ' Bedding material shall be Granular "A ". Cover material shall be approved granular material or select native granular material to 300 mm above the top of pipe. Backfill shall be approved selected native material compacted to a minimum dry density of 95% or granular material compacted to a minimum dry density of 100% as noted in the Form of Tender. ' The unit price bid shall include the cost of all granular bedding, cover material and the backfilling noted herein. All bedding, cover and backfill material shall be placed in layers prior to compacting in accordance with OPSS 514.07.10. Compaction shall be done using a "Hoepac" type compaction ' unit. All excavated material not required for backfill shall be disposed as outlined under the General SP - Disposal of Surplus Materials. The cost of this work shall be included in the unit price bid. Laying and Jointing - P.V.C. ' All PVC watermain shall have a No. 12/7 strand copper cable, having TWH insulation, rated for underground use, installed as a tracer wire with the pipe to each main line valve box or chamber. The tracer wire shall be laid along the top of the pipe, strapped every 5.0 metres. The tracer wire shall be looped at every valve, hydrant, and fitting. The tracer wire shall be secured within the chambers to 300 mm of final grade with a minimum 600 mm of loose wire. Installation of Services ' For the unit price bid per each, the Contractor shall include the cost of tapping the main, installing saddles where applicable, corporation stops and curb stops c/w service box, including all connections to new and existing mains and services. 1 III SP -28 For the unit price bid per lineal metre, the Contractor shall include the cost of installing water service tubing by means of trenching and /or boring. All service shall be installed to a depth of not less than 1.5 m. For connections to existing service tubing, the excavation for the curb stop shall not be backfilled until the new service has been connected to the existing. The Contract Administrator may direct the Contractor to backfill certain services before the connection is made. Payment for re- excavating the service for the connection will be in accordance with the unit price bid for Provisional Work. All servicing tubing shall be superchlorinated in the presence of the Contract Administrator before connection to service materials. The Contractor shall provide 48 hours notice before making these connections. At each service location, the Contractor shall provide service tubing extensions extending above the ground surface to accommodate flushing of the services following the disinfection operations. At vacant lot locations, these extensions shall be cut off and crimped below ground as directed. The cost of providing for such extensions is to be included in the unit price bid for testing, flushing, swabbing and disinfection of watermains. At vacant lots, the ends of all services shall be marked by a 38 mm x 89 mm wood post extending from the service to 300 mm above the surface of the ground and top section painted fluorescent blue. The post shall be supplied and placed by the Contractor. The unit price bid shall include all restoration beyond the general grading limits. Restoration shall be as outlined under the General SP - Restoration. Conductivity Test Before the final connection to the existing main, the Contractor shall demonstrate the integrity of the new underground tracer wire by applying a conductivity signal and confirming the signal correlation on all watermains and services. The Contract Administrator must witness the conductivity test(s). Connection to Existing Main For the unit price bid, the Contractor shall supply all labour, equipment and materials to reconnect the existing main to the new main with the proper fittings to make the connection. The length of the reconnection shall not exceed one standard pipe length (i.e. 20 feet or 6 metres). After the pressure, leakage, chlorine residual and bacteriological tests have passed, the Contractor shall obtain written approval from the Contract Administrator to make the final watermain connection to the existing water distribution system. 1 ' SP -29 The Operating Authority shall be contacted 48 hours prior to the final connection to determine if any special measures must be taken and/or an appropriately licensed operating authority employee is required to oversee the works. The Contractor will be liable for all costs for callouts of Operating Authority staff if the Contractor fails to notify the Operating Authority that the ' connection will not take place. The Contractor shall co- ordinate the final connection of the new watermain to the existing water distribution system to enable the Contract Administrator to witness the entire process. Watermains shall be cut back to remove all temporary taps. The Contractor shall disinfect the connection watermain as outlined below and shall, using all means possible, dewater the watermains and trench in a controlled manner to not allow backflow into the watermains. ' The Contract Administrator at their discretion may require the Contractor to flush water through a nearby fire hydrant to remove water with elevated chlorine residual. If trench water, dirt or debris has entered the watermain during the final connection, the watermain shall be aggressively flushed and additional bacteriological samples shall be taken as ' directed by the Contract Administrator. The Contract Administrator reserves the right to request the above steps be taken regardless. The new piping, fittings and valves required for the connection shall be spray- disinfected and swabbed with a minimum 1 % and maximum 5% solution of chlorine just prior to being installed. ' During the final connection, the Contractor shall connect new tracer wire to the existing tracer wire. ' Anode Installation For all mechanical joint fittings and couplings used with either ductile iron on PVC pipe, a ' sacrificial zinc nut shall be installed on each bolt. For buried anodes, connect anode copper lead wire to pipe, valve, fitting, hydrant, etc., with ' "cadweld" type connection. Connect to main stops or curb stops with the electrical ground connections supplied. Place anode in trench a minimum of 500 mm from pipe, valve, fitting, etc. Complete installation shall conform to anode manufacturer's recommendations. TEMPORARY WATER DISTRIBUTION ' If the Contractor proposes to supply, install and remove a temporary water distribution system, the following is required: 1 1 SP -30 1 Layout Plan Prior to installing the temporary water distribution system, a detailed plan of the system shall be provided by the Contractor and approved by the Contract Administrator. The plan shall detail connection points, materials, mainline and service sizes, sampling points, emergency procedures ' and other related information about the temporary water system. The Contractor shall demonstrate that the level of service to the water users will not be impacted ' and that the temporary system will supply water demands at pressures normal to the existing system. The Contractor shall identify large or exceptional water users and incorporate their needs into the temporary water distribution system. ' Pipe Diameter The minimum pipe size shall be 50 mm for mainlines and 19 mm for individual service connections. The maximum pipe size shall be that of the watermain being placed. Location 1 The temporary distribution piping shall be installed behind the sidewalk and service piping shall be installed along the edge of existing driveways to avoid grass- cutting conflicts. I All above ground piping shall be installed with appropriate ramping or burial such that the piping will: , not to be endangered by equipment or vehicular traffic not pose a hazard for pedestrians (tripping, etc.) ' provide a barrier -free access be constructed to safeguard against vandalism and tampering. Isolation Valves , Isolation valves are required at the source water connection, branches (2 on 3 way, 3 on 4 way) ' and at every service. Source Water Connection The connection of the temporary water system to the existing distribution system must be done in a secure location and be vandal and tamper resistant. A cross - connection control device is required to separate the two systems as long as the temporary system is in service. The cross- ' connection control device shall be a double check or a reduced pressure type assembly and shall be installed, maintained, and field- tested in accordance with the latest edition of CAN /CSA -1364 , Series Manual and disinfected prior to installation. At the beginning of the project on the first installation, a certificate of operation must be completed by an appropriately licensed individual and submitted to the Contract Administrator prior to the cross - connection control device being , put into use. 1 SP -31 Source water connections to fire hydrants are discouraged unless the Contractor can demonstrate that the hydrant has been disinfected and thoroughly flushed. The Owner assumes no responsibility for the quality of water obtained from a hydrant. After disinfection, the hydrant must be pressurized at all times that it serves as a source of potable water. Pressure Testing and Leakage All above ground piping must be regularly inspected to ensure leak tight connections at the beginning and during the period that the temporary water distribution is in use. ' At the discretion of the Contract Administrator, buried temporary water distribution piping must satisfy hydrostatic pressure testing. ' Operation The temporary water distribution system must be continually pressurized after the bacteriological testing is completed and be capable of supplying normal water demands throughout its installation. During service connections, a minimal portion of the system shall be depressurized at any one time. All service connections shall be superchlorinated in the presence of the Contract Administrator before connecting. Chlorine Residual and Bacteriological Testing After the temporary water system is installed (mainlines and services) in its final location but before service piping is connected to the water users, the temporary water distribution system must satisfy the chlorine residual and bacteriological testing standards and protocols for the commissioning of new watermains. Samples must be collected at the end of each branch (individual services under 50 mm exempt unless designated by the Contract Administrator) and at maximum 350 m intervals. All licensing, procedural standards, bacteriological and chlorine residual requirements detailed for commissioning watermains apply to sampling the temporary water distribution system. Weekly chlorine residual and bacteriological samples shall be taken until the temporary system ' is decommissioned. The chlorine residual and bacteriological requirements after the temporary system is installed shall be that associated with the existing distribution system. If a water sample is shown adverse in accordance with Reg. 170/03 after the temporary water distribution system is in service, the Contract Administrator will notify the Contractor as soon as possible. The severity of the problem will be addressed and corrective action determined by the ' Contract Administrator. If the temporary water system must be disconnected, the Contractor must supply bottled water or an alternate water supply to the interrupted water users. Before the temporary water system can be placed back into operation, it must satisfy the chlorine residual ' and bacteriological testing standards and protocols used to initially commission the temporary system. SP -32 Analytical fees and cost of gathering samples for the temporary system will be the Contractor's ' responsibility. Service Connections The service connection piping shall be installed at the same time as the main line in order that disinfection is accomplished on the service piping. Connection shall not be made to the water user until the chlorine residual and bacteriological testing requirements have been satisfied. A check valve shall be installed on the service connection between the mainline and the connection to the water user. ' Prior to connection to water users, individual service lines shall be thoroughly flushed. A typical service connection to a private building shall be at an outside hose bib. An individual WYE type connector shall be installed. A vacuum breaker shall be installed on the side opposite the service connection. In the event that this scenario is not possible, it is the responsibility of the Contractor to determine how to provide temporary water service to the satisfaction of the Contract Administrator and property owner. Any excavation on private property or internal plumbing modifications must only be done after written approval is obtained from the property owner and applicable plumbing permits obtained. A copy of any written approvals must be provided to the Contract Administrator. The property owner is under no obligation to allow the temporary water system to be connected to their internal system at any location other than on the public side of the curb stop. In the event that a property owner will not permit an above ground connection as a typical, it shall be the Contractor's responsibility to make alternate arrangements to service the property. In lieu of making above - ground temporary servicing, the Contractor has the option to connect the temporary distribution system to the public side of the existing curb stop. Off -Hours Corrective Action In the event that corrective action is needed to the temporary water distribution system outside of normal working hours, the Contract Administrator and /or the Owner will attempt to contact the ' Contractor to take corrective actions. If, in the sole opinion of the Owner, that the Contractor is unable to make the corrections in a timely manner, the Owner may direct their own forces to take corrective steps. The Contractor will be liable for any costs incurred by the Owner. ' Relocation of Temporary System ' The relocation of the temporary water system either in whole or parts by any means without conducting and passing the chlorine residual and bacteriological requirements shall not be permitted. Relocation here is defined as depressurizing and moving the pipework in order to service other water users. SP -33 ITEM NO. 44 ' TESTING, FLUSHING, SWABBING AND DISINFECTION OF WATERMAINS For the lump sum price bid, the Contractor shall supply all labour, equipment and materials for the temporary connection, testing, flushing, swabbing and disinfection of watermains and services in accordance with the following specifications, OPSS 701 for pressure testing, AWWA C651 for disinfection and connection to waterworks system. I I I I 1 I 1 1 I 1 All chemicals and materials used in the installation and disinfecting of the drinking water system that comes into contact with water within the system shall meet all applicable standards set by both the American Water Works Association (AW WA) and the American National Standards Institute (ANSI) Safety Criteria Standards NSF /60 and NSF /61. All chemicals used shall be clearly labelled with these safety standards. The new watermain shall be isolated from the existing waterworks system using a physical separation until satisfactory bacteriological testing has been completed and accepted by the Contract Administrator and the Operating Authority. Water required to fill the new main for hydrostatic pressure testing, disinfection, and flushing shall be supplied through a temporary connection between the existing water system and the new main. The temporary connection shall include an appropriate cross - connection control device consistent with the degree of hazard (a double check valve assembly, used above or below ground level) or a reduced pressure principle backflow preventer (used above ground level ONLY). The cross - connection control device operation shall be in accordance with CAN /Canadian Standards Association -1364 Series Manual and disinfected prior to installation. The backflow preventer shall be disconnected (physically separated) from the new main during the hydrostatic pressure test. It will be necessary to re- establish the temporary connection after completion of the hydrostatic pressure test to swab, chlorinate and flush out the disinfectant water prior to final connection of the new main to the waterworks system. (Refer to AWWA C651). Swabbing will be required prior to pressure testing, disinfection and commissioning of the main. A minimum of two (2) new swabs will be passed through each section of main line pipe to ensure that there is no blockage, debris, etc. The Contractor shall note that auxiliary equipment may be required for the swabbing operation. Swabs shall be polyurethane with a density of 24.7 kg/m and shall have a minimum diameter 50 mm larger than the diameter of the watermain and have a minimum length of one and one half times its diameter. Swabs shall be propelled through the watermain at a speed of 0.5 to 1.0 m/s using potable water. The Contractor shall discharge water to an approved outlet ensuring all required erosion and sediment control and dechlorination measures are followed. The swabbing shall continue until the discharge water runs clear within ten seconds of the last swab exiting the discharge point. SP -34 The Contractor shall mark, number and demonstrate to the Contract Administrator that all swabs, or parts thereof, have been retrieved. The Contractor shall be liable for costs associated with ' damage caused by and retrieving swabs that, for whatever reasons, escape into the existing water distribution system. The pressure testing shall be in accordance with OPSS 701.07.22 hydrostatic testing and under the supervision of the Contract Administrator. At each service location, the Contractor shall provide service tubing extensions to above the ground surface to accommodate flushing of the services following the disinfection operations. At vacant lot locations, these extensions shall be cut off and crimped below ground as directed. ' The cost of providing for such extensions is to be included in the lump sum price bid. After disinfection in accordance with AWWA C651 of the watermains and services for 24 hours and final flushing, two consecutive sets of water samples, taken at least 24 hours apart, shall be collected for every 350 metres or part thereof of watermain plus from the end of the line and from each branch line off the main line. In addition, it is recommended that the existing water system be tested as well, at a location(s) near the new construction. Following disinfection of the watermains, the chlorinated water shall be managed and disposed , of in accordance with OPSS 701.07.25. Certified municipal staff or trained designate only (OWRA Reg. 170/03) shall collect samples for bacteriological testing. All water samples are to be analyzed by a Provincially accredited Laboratory. One 200 mL bacteriological sample (bottles supplied by the Labs ONLY) must be obtained from each location. The sample form is to be filled out requesting E. coli, Total Coliform and is to include the sampler's license number. Each sample collected must include a "Total and Free Chlorine residual" reading. The Owner will pay Laboratory expenses for microbiological testing of the initial first 2 sets of water samples required for commissioning the new mains. If the disinfection fails to produce satisfactory sample test results, disinfection, sampling and testing shall be repeated at the Contractor's expense. The minimum requirements for acceptability of bacteriological tests are: E. coli (Fecal Coliform) Not detectable , Total Coliform Not detectable Commissioning of New Main ' Once a complete set of tests, including the bacteriological sample results, are satisfactory and the results are received, the Contract Administrator must request approval from the Operating Authority for the main to be connected to the existing water system. The Operating Authority and /or the Contract Administrator must be present on site during the removal of the temporary connection and until the connection of the new main to the existing waterworks has been completed. I SP -35 All new piping, services and appurtenances placed in the connection of new main and existing waterworks system must be disinfected with a I% (10,000 mg /L) solution of sodium hypochlorite or equivalent method at the Contractor's expense. The Contractor must provide, in writing, a method of dewatering in order to protect the final connection from contamination of the new or existing watermain with foreign material or ' groundwater. Should there be a need to re- disinfect, the entire cost of re- disinfecting the mains will be at the Contractor's expense. Testing, Flushing and Disinfection of New Services to be Connected to Existing Main The Contractor shall supply all labour, equipment and material for the testing, flushing and disinfection of the services in accordance with AW WA C651 and the following. The tubing and fittings shall be cleaned and disinfected with a I% (10,000 mg /L) solution of sodium hypochlorite or equivalent method and the service flushed until two consecutive chlorine residual tests of 0.75 to 1.0 mg/L as free chlorine are achieved, before connecting to the existing main. Dechlorination In all cases, the wasted water must be neutralized to provide a total chlorine residual of less than 2 Ng /L (0.002 ppm) (Reg. 170/03 - Procedure for Disinfection of Drinking Water in Ontario - AWWA C651) at the outfall where detrimental effects may be suffered by plants and/or animals in the natural environment. The Contract Administrator will monitor the discharge of wastewater. Should tests show a residual greater than 2 Ng /L, the discharge shall be ceased immediately and the procedure modified to meet the less than 2 Ng /L objective. Sites within 100 m of natural drainage, or with direct discharge to a water body, should be considered high risk. In such instances, the Owner may request a dechlorination plan along with contingency and mitigation plans in the event that the chlorine residuals exceed those specified. When no other options are available, the Contractor may be permitted to discharge wastewater into the sanitary collection system only upon written approval of the Owner. The Owner may direct the Contractor to dechlorinate to a specified chlorine residual prior to discharge or limit the discharge rate. The Contract Administrator will monitor the discharge of wastewater to ensure the chlorine residual and discharge limits are not exceeded. 1 1 I ITEM NO. 45 ADDITIONAL TRENCH EXCAVATION When unsuitable soils are encountered and where conditions warrant, and on the Contract Administrator's direction, the Contractor shall excavate below the proposed trench bottom. SP -36 Payment shall be at the unit price bid for this item and shall include the removal and disposal of this material. Disposal shall be as outlined under the General SP - Disposal of Surplus Materials. ITEM NO. 46 IMPORTED GRANULAR BACKFILL For the unit price bid, the Contractor shall supply to the site, place and compact approved imported granular material in the sewer and /or watermain trenches, whichever is applicable, where native material is unsuitable. The removal and disposal of a similar amount of unsuitable excavated material shall be included in the unit price bid for this item. Disposal shall be as outlined under the General SP - Disposal of Surplus Materials. Payment under this item will only be made in areas where native backfill has been specified, and in the opinion of the Contract Administrator, the native material is unsuitable for backfill. In all areas where granular backfill is specified, the cost of this material shall be included in the unit price bid for the item. ITEM NO. 47 SUPPLY AND PLACE 20 mm CRUSHED STONE BEDDING Where conditions warrant, and on the Contract Administrator's direction, and for the unit price bid, the Contractor shall supply to the site, place, fine grade and compact 20 mm crushed stone bedding required in the sewer and/or watermain trench. Payment under this item will only be made in areas where, in the opinion of the Contract Administrator, it is necessary to excavate below the proposed trench bottom and place additional crushed stone bedding to provide a proper foundation. ITEM NO. 48 1 SUPPLY AND PLACE IMPORTED GRANULAR BEDDING When directed by the Contract Administrator, and for the unit price bid, the Contractor shall supply to the site, place, fine grade, and compact approved imported granular bedding required in the sewer trench. The removal and disposal of a similar amount of unsuitable excavated material shall be included in the unit price bid for this item. Disposal shall be as outlined under the General SP - Disposal of Surplus Material. , Payment under this item will only be made in areas where, in the opinion of the Contract ' Administrator, it is necessary to excavate below the proposed trench bottom and provide additional granular bedding to provide a proper foundation. 1 SP -37 ITEM NO. 49 BACKFILLING OF NEW WATER SERVICES DURING TESTING AND DISINFECTING AND EXCAVATION TO CONNECT TO EXISTING SERVICES WHERE CONDITIONS WARRANT AND AS DIRECTED For the unit price bid, the Contractor shall backfrll the new water services during testing and disinfecting where conditions warrant (i.e. drives, commercial areas, etc.) as directed by the ' Contract Administrator at the time of construction. The unit price will also include the re- excavation and backfilling following the testing and disinfection to allow connection of the new service to the existing service. All work shall be in accordance with the OPSS for excavation and backfilling 206 and 514. ITEM NO. 50 EROSION CONTROL BLANKET 1 For the unit price bid for erosion control, the Contractor shall supply all labour, equipment and material to provide the erosion control blanket SC 150 as supplied by North America Green or approved equal as shown on the typical section and in accordance with OPSS 577 Construction Specification for Temporary Erosion and Sediment Control Measures. Payment shall be as follows: (a) 50% for initial installation (b) 30% for maintenance (c) 20% for removal t ITEM NO. 51 TRAFFIC CONTROL For the unit price bid, the Contractor shall include the cost of traffic control as specified below and in accordance with OPSS 543. The Contractor shall prepare and submit a traffic plan to the Contract Administrator for review and acceptance. Payment under this item will be made proportional to completion of the entire project. ' General In addition to the requirements in the Information to Bidders for Contractors to control traffic and provide signage, in accordance with the Ontario Traffic Manual Book 7 and the Ministry of Transportation Temporary Conditions Manual (March 2001), the following conditions will apply: SP -38 At all times of construction, a minimum of one lane for traffic shall be open and maintained using appropriate traffic control measures and signage. At the end of each working day, two lane traffic, controlled by barricades, delineators, etc., shall be maintained. Entrances to commercial establishments shall be maintained. Restrictions on Construction Operations I Construction operations adversely affecting public traffic and the loading or unloading of materials and construction equipment onto and from the travelled portion of the road shall not be ' carried out during the following periods: 4:00 Friday 7:00 Monday, for p.m. to a.m. normal weekends All Canadian statutory holidays. ITEM NO. 52 SUPPLY AND INSTALL SILT FENCING For the unit price bid per lineal metre, the Contractor shall supply, install and maintain silt fencing as directed by the Contract Administrator and in accordance with OPSD 219.130. Payment shall be as follows: a) 50% for initial installation b) 30% for maintenance c) 20% for removal ITEM NO. 53 DEWATERING For the unit price bid, the Contractor shall supply all labour, equipment and material to provide a continuous dewatering operation to keep the excavation stable and free of water. The dewatering operation shall be in accordance to OPSS 517 and OPSS 518. The limits of the dewatering operation are to be established prior to any underground , excavation. For payment, the limits are to be established as follows: 1) The Contractor shall notify the Contract Administrator 48 hours prior to digging any test holes. 2) The Contractor shall arrange for locates and provide all labour, equipment and material to excavate for the test holes. , 3) The Contractor, the Owner and the Contract Administrator shall be present at these test holes to investigate the sub - surface water conditions. 4) The Contractor, the Owner and the Contract Administrator shall all be in agreement as to the , limit of the dewatering operation. A letter from the Contract Administrator will be provided detailing the agreed upon limits. Any delays encountered from this action shall not be cause for a claim by the Contractor. I SP -39 5) Once the limits have been established for payment purposes, any additional dewatering shall be at the Contractors expense. As per OPSS 517 the Contractor shall submit a monitoring and contingency plan that addresses potential impacts such as, but not limited to, settlement and ground water usage. The Environmental Commitments with respect to sediment and erosion control shall be followed. Item No. 47, Supply and Place 20mm Crushed stone Bedding shall only be used to provide a proper foundation at the trench bottom not dewatering. Measurement for payment will be by the lineal metre of dewatering header pipe installed. All other costs, including any additional piping to and from the settling pond to be at the expense of the Contractor. The duration of the dewatering operation will not be considered for payment I purposes. Payment shall be 60% for initial installation with the remaining 40% being paid upon completion of all sub - surface work. The Contractor shall submit a written request to the Contract Administrator for the balance of this item be paid in full. ITEM NO. 54 BONDING AND INSURANCE For the unit price bid, the Contractor shall include the cost of bonding and insurance as specified ' in the Information to Bidders and the General Conditions of Contract. Payment under this item will be made with the first payment certificate. t ITEM NO. 55 MATERIAL AND COMPACTION TESTING An allowance for material and compaction testing has been included within the contract. The actual cost of material and compaction testing as might be ordered by the Contract Administrator on behalf of the Owner, will be paid by the Contractor and this sum will be reimbursed to the Contractor within said contract. ITEM NO. 56 CONTINGENCIES A lump sum allowance has been made for contingencies in the contract. Only those additional items approved in writing on behalf of the Owner, by the Contract Administrator, will be 1 expended from this allowance. ITEM NO. 57 LUMP SUM FOR OTHER REQUIREMENTS I For the unit price bid, the Contractor shall enter an amount for additional labour, equipment or material required to complete the contract but not specifically covered by or related to the other , items in the Schedule of Items and Prices. The unit price bid may include, but are not limited to, the following: watchmen, on -site washroom facilities, permits and approvals (other than those to be paid for by the Owner) or acquiring the services of the local operating authorities. Each progress payment certificate will include a percentage of the tender price for this item in proportion to the percentage of the permanent works completed. The submission by a tenderer of an unbalanced price for this item renders the tender liable to ■ disqualification. ITEM NO. 58 REMOVE AND RELOCATE CANADA POST MAILBOXES For the unit price bid, the Contractor shall supply all labour, equipment and material for the , complete relocation of the designated mailboxes and as per Figure 1. The unit price bid shall include the removal of the existing concrete base, excavation for and placement of approximately 3.2 m x 200 mm of 25 MPa concrete. The granular materials will be paid for under the Item 6 ' of the tender. At all times during construction, access to the mailboxes shall be maintained. ITEM NO. 59 REMOVE AND REPLACE PATIO STONE SIDEWALK For the unit price bid, the Contractor shall supply all labour, equipment, and material to remove, salvage, and re -lay the existing patio stones as indicated on the contract drawings and as directed by the Contract Administrator at the time of construction. 1� I I 1 1 I I SGC -1 I SUPPLEMENTAL GENERAL CONDITIONS The following items shall supplement the OPS General Conditions of Contract, latest edition. 1.0 Section GC2.02, Order of Precedence, shall be revised such that documents shall take I precedence and govern in the following order: a) Agreement b) Addenda c) Special Provisions d) Contract Drawings I e) Information to Bidders f) Standard Specifications g) Standard Drawings I h) Tender i) Supplemental General Conditions I j) General Conditions k) Working Drawings 2.0 Section GC 2.01, Reliance on Contract Documents, paragraph 2.01.01 a) shall be revised as follows: a) The location and depth of all utilities shown on the contract drawings are based on information obtained from the applicable operating authority. Neither the Owner nor I the Contract Administrator can warrant the locations of the utilities. 1 3.0 Section GC8.02.02, Advance Payments for Materials, the first sentence of paragraph GC 8.02.02.01 shall be revised as follows: I .01 The Owner may make advance payment for material intended for incorporation in the work upon written request of the Contractor and according to the following terms and conditions: I I I FAwp \Contracts \Forms \Supp. Gen. Conditions.doc I ONTARIO PROVINCIAL STANDARDS FOR ROADS AND PUBLIC WORKS 10 0 O � G k;4 STq'4' 0 P S -PRC GENERAL CONDITIONS OF CONTRACT NOVEMBER 2006 J < \ 1 \ Ontario Provincial Standards METRIC o for OPSS.MUNI 100 R oads and Public Works November 2006 \.',cc.vxor OPS GENERAL CONDITIONS OF CONTRACT Table of Contents SECTION GC 1.0 - INTERPRETATION GC1.01 Captions ................................................................................... ..............................6 GC1.02 Abbreviations ........................................................................... ..............................6 GC 1.03 Gender and Singular References ........................................... ............................... 6 GC1.04 Definitions ................................................................................ ..............................6 GC 1.05 Substantial Performance ....................................................... ............................... 11 GC1.06 Completion ............................................................................ ............................... 11 GC1.07 Final Acceptance .................................................................. ............................... 11 GC 1.08 Interpretation of Certain Words ............................................. ............................... 11 SECTION GC 2.0 - CONTRACT DOCUMENTS GC 2.01 Reliance on Contract Documents ......................................... ............................... 12 GC 2.02 Order of Precedence ............................................................. ............................... 12 SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT GC 3.01 Contract Administrator's Authority .......................................... .............................14 GC 3.02 Working Drawings ................................................................... .............................15 GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment .............. 16 GC 3.04 Emergency Situations.. ...................... ... ....... .. ...... ....... ........ ......................... 16 GC3 -05 Layout ................................................................................... ............................... 16 GC 3.06 Extension of Contract Time ................................................... ............................... 16 GC3.07 Delays ................................................................................... ............................... 17 GC 3.08 Assignment of Contract ........................................................... .............................17 GC 3.09 Subcontracting by the Contractor ........................................... .............................18 .Page 1 Rev. Date: 11/2006 OPSSWUNI 100 GC3.10 Changes ................................................................................ ............................... 18 GC 3.10.01 Changes in the Work ............................................................ ............................... 18 GC3.10.02 Extra Work ............................................................................ ............................... 19 GC 3.10.03 Additional Work .................................................................... ............................... 19 GC3.11 Notices .................................................................................. ............................... 19 GC 3.12 Use and Occupancy of the Work Prior to Substantial Performance .................... 19 GC 3.13 Claims, Negotiations, Mediation ............................................. .............................20 GC 3.13.01 Continuance of the Work ........................................................ .............................20 GC3.13.02 Record Keeping .................................................................... ............................... 20 GC3.13.03 Claims Procedure ................................................................... .............................20 GC3.13.04 Negotiations ............................................................................ .............................21 GC3.13.05 Mediation ................................................................................. .............................21 GC3.13.06 Payment .................................................................................. .............................21 GC 3.13.07 Rights of Both Parties .......................................................... ............................... 21 GC3.14 Arbitration ................................................................................ .............................21 GC 3.14.01 Conditions for Arbitration ...................................................... ............................... 21 GC 3.14.02 Arbitration Procedure .............................................................. .............................22 GC 3.14.03 Appointment of Arbitrator ........................................................ .............................22 GC3.14.04 Costs ....................................................................................... .............................22 GC3.14.05 The Decision ............................. .............. ... .... ........... ........................................... 23 GC 3.15 Archaeological Finds.. ................................. ....... ................................................ 23 SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS GC4.01 Working Area .......................................................................... .............................24 GC 4.02 Approvals and Permits ............................................................ .............................24 GC 4.03 Management and Disposition of Materials .............................. .............................24 GC 4.04 Construction Affecting Railway Property ................................ .............................25 GC 4.05 Default by the Contractor ........................................................ .............................25 GC 4.06 Contractor's Right to Correct a Default ................................... .............................25 Page 2 Rev. Date: 11/2006 OPSS.MUNI 100 GC 4.07 Owner's Right to Correct a Default ......................................... .............................26 GC 4.08 Termination of Contractor's Right to Continue the Work ...... ............................... 26 GC 4.09 Final Payment to Contractor ................................................. ............................... 26 GC 4.10 Termination of the Contract .................................................... .............................26 GC 4.11 Continuation of Contractor's Obligations .............................. ............................... 27 GC 4.12 Use of Performance Bond ..................................................... ............................... 27 GC4.13 Payment Adjustment ............................................................. ............................... 27 SECTION GC 5.0 - MATERIAL GC5.01 Supply of Material ................................................................... .............................28 GC 5.02 Quality of Material ................................................................... .............................28 GC5.03 Rejected Material .................................................................... .............................28 GC5.04 Substitutions ............................................................................ .............................29 GC 5.05 Owner Supplied Material ......................................................... .............................29 GC 5.05.01 Ordering of Excess Material .................................................... .............................29 GC5.05.02 Care of Material ....................................................................... .............................29 SECTION GC 6.0 - INSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work, Persons, and Property .......................... ............................... 31 GC6.02 Indemnification ........................................................................ .............................31 GC 6.03 Contractor's Insurance .......................................................... ............................... 32 GC6.03.01 General ............................................:...................................... .............................32 GC 6.03.02 General Liability Insurance ..................................................... .............................32 GC 6.03.03 Automobile Liability Insurance .............................................. ............................... 33 GC 6.03.04 Aircraft and Watercraft Liability Insurance .............................. .............................33 GC 6.03.04.01 Aircraft Liability Insurance ....................................................... .............................33 GC 6.03.04.02 Watercraft Liability Insurance ................................................ ............................... 33 GC 6.03.05 Property and Boiler Insurance .............................................. ............................... 33 GC 6.03.05.01 Property Insurance .................................................................. .............................33 GC 6.03.05.02 Boiler Insurance .................................................................... ............................... 34 GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion .......... ............................... 34 GC 6.03.05.04 Payment for Loss or Damage ............................................... ............................... 34 Page 3 Rev. Date: 1112006 OPSS.MUNI 100 GC 6.03.06 Contractor's Equipment Insurance .......... ------------- .................. 85 GC 6.03.07 Insurance Requirements and Duration ........ ------... -- ....................... 35 GC6.04 Bonding ................................. -------------------- ... ............... 35 GC 6.05 Workplace Safety and Insurance Board ......... --- ... —... --- .......................... 38 SECTION GC7.O^ CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK � GC 7,01 General --------------------------------------37 GC7.02 Layout ......................................................... ................ --- ..... ............... ......... 39 GC 7.03 Working Area ................................ ... ---------`------ .................... 39 GC T04 Damage by Vehicles or Other Equipment ........ -----------............... '4O GC 7.05 Excess Loading cf Motor Vehicles ............ -- ... .--- ... .............................. GC 7.06 Condition uf the Working Area ................... -------`— .... ... ... .................. 4O GC 7.07 Maintaining Roadways and Detours ............ ... ----- ... .............................. 40 GC 7.08 Access to Properties Ad the Wor and Interruption of Utility Services ....... 41 GC 7.09 Approvals and Permits ..................... ----`— ..... ----.— ... —...................... 41 GC 7.10 Suspension cf Work ...................... -------`--------- ................... 42 GC 7.11 Contractor's Right to Stop the Wor cv Terminate the Contract ... ....................... 42 GC 7.12 Notices by the Contractor ............ ----------... .... -- ............................. 42 GC7.13 Obstructions .............................. -- .... — ... .... ... — ... —,-- .......................... 43 GC 7.14 Limitations of Operations ........ ......... --- ... ----- .... ... -- ...................... 43 GC 7.15 Cleaning Up Before Acceptance ............... -- ... ------- ........................... 43 GC7.16 Warranty ................................ -- ... ---------- ... -- ... ...................... 43 GC 7.17 Contractor's Workers ...................... .---.--------- ................. ....... 44 GC7.18 Drainage ................................. --^----^--`---.— .... ............................ 44 SECTION GC 8.O^ MEASUREMENT AND PAYMENT GC 8.01 Measurement ............................. -------------- .... .......................... 45 GC8.01.01 Quantities .............................. ......... ........ ------ ... ---- ....................... 45 GC 8.01.02 Variations in Tender Quantities ......... ------ ...... ----- ......................... 45 Page nevoge:11120008pSS.MUw|1o0 Page 5 Rev. Date: 11/2006 OPSSWUN1100 GC 8.02 Payment-------------------------------------4G -- GC 8 � Price ............................ ----------------- ................... 4G GC 8.02.02 Advance Payments for Material .............. ------ ... — ... ---- ................ 4G GC: 8.02.03 Certification and Payment ................. —`------------ ... .................... 47 GC 8.02.03.01 GC 8.02.03.02 Progress Payment Certificate ................ ---------------................ Certification of Subcontract Cornp|etion 47 GC8.O2.O3.O3 8uhconto,c\Statutory Holdback Releas —''—''--'''---'''�'��''�'�''47 47 GC8.02.03.04 Ce�i�iva�ion��Guha\on|ia|Pe�nrmanco ... GC 8.0Z03.05 Substantial Performance Payment and Substantial Performance Statutory Holdback Release Payment Cerlifica$en ........ ---.---.--- ................... 48 GC 8.02.03.06 Certification cfCompletinn----------`--.------ ...................... 43 GC 8,02.03.07 Completion Payment and Completion Sta Holdback Release 0� E��8.02.03.08 Payment Certificates ........................ ,--------.--,-------.. --� 49 Interest �-------------------------`--.--------,5O GC 8.02.03.09 Interest for Late Payment ..................................................................................... 50 � � GC 8.02-03. Interest ��N Negotiations , r»v, ------`---^^-----------.51 � � GC 8.02.03.11 Owner's --^^--------------^-----------.---.51 (��0.02.U312 Delay in Payment ...................................... —.......................................... ----51 GC: 8.02.04 Payment onu Time and Material Basis ........... ... ... ---.-- ...................... 51 � � � GC 8.02.04.01 Definitions ......................................... .................................................................. 51 GC 8.02.04.02 Daily Work Records ........................ —`.---`--------- ...................... 52 � GC 8,02.04.03 GC 8.02.04.04 Payment for Work ........................... -- ..... ----,------- ............. ....... Payment for Labnur —,---`-------`-----------------. 53 53 `~ GC Material ,---..---`---`--,--- ... -- .................... 5J EK�0.O2.O4.OG Equipn�ert---.----------`--`--------`--.�- GC 8.02.04.06.01 vVod�ngT�le---,—.--,-------,------`-------.^--.-- GC8�O2.O4.OG.O2 Standby Time --.-------`-------`------.---.---- 53 � GC8 � � �O4� Payment -----`-------`------.--------54 -- GC 8.02.04.08 Payment for Work by Subcontractors ........... — ... ----- ..... 54 � GC 8.02.04.09 -- .................... Submission o( Invoices ..... ................................................................ ................. 54 GC 8.02.04 Payment Other Than ona Time and Material Basis -- ... --- ....................... 55 GC 8.02.04.11 Payment Inclusions ..... .................. ----. ... --- .... ...... ... ... — ............. �55 GC 8.02.05 Final Acceptance Certifiou\e --.---`------`---`--------- 55 GC: 8.02.06 � � ��e��V�� ' ........................ --...... ... ... — ... ... ... — ....................... 55 � � GC 8.02.07 Records .................................. ... ... .... —`--- ..... ... ... ... .— ...... ............. 55 � � GC 8.02.08 Taxes ---^---`-------`---`------`-----------,5G �� GC 8.02.09 Liquidated Damages ....................... ... .... ----------.-- ................. 5O Page 5 Rev. Date: 11/2006 OPSSWUN1100 11 1 SECTION GC 1.0 -INTERPRETATION ' GC 1.01 Captions .01 The captions appearing in these General Conditions have been inserted as a matter of convenience 1 and for ease of reference only and in no way define, limit, or enlarge the scope or meaning of the General Conditions or any provision hereof. 1 GC 1.02 Abbreviations .01 The abbreviations on the left below are commonly found in the Contract Documents and represent the organizations and phrases listed on the right: "AASHTO" - American Association of State Highway Transportation Officials "ACI" - American Concrete Institute "ANSI" - American National Standards Institute "ASTM" - American Society for Testing and Materials "AWG" - American Wire Gauge "AWWX - American Water Works Association , "CCIL" - Canadian Council of Independent Laboratories "CESA" - Canadian Engineering Standards Association "CGSB" - Canadian General Standards Board "CSA" - Canadian Standards Association 'CWB" - Canadian Welding Bureau "GC" - General Conditions "ISO - International Organization for Standardization "MOE" - Ontario Ministry of the Environment "MTO" - Ontario Ministry of Transportation "MUTCD" - Manual of Uniform Traffic Control Devices (Replaced by OTM) "OPS" - Ontario Provincial Standard ' "OPSY - Ontario Provincial Standard Drawing "OPSS" - Ontario Provincial Standard Specification "OTM" - Ontario Traffic Manual "PEO" - Professional Engineers Ontario , 'SAE" - Society of Automotive Engineers "SCC" - "SSPC" - Standards Council of Canada Structural Steel Painting Council ' "UL" - Underwriters Laboratories "ULC" - Underwriters Laboratories Canada GC 1.03 Gender and Singular References , 01 References to the masculine or singular throughout the Contract Documents shall be considered to include the feminine and the plural and vice versa, as the context requires. GC 1.04 Definitions , .01 For the purposes of this Contract the following definitions apply: Actual Measurement means the field measurement of that quantity within the approved limits of the Work. 1 Addendum means an addition or change in the tender documents issued by the Owner prior to tender closing. 1 Page 6 Rev. Date: 11/2006 OPSS.MUNI 100 1 I I Additional Work means work not provided for in the Contract and not considered by the Contract Administrator to be essential to the satisfactory completion of the Contract within its intended scope. Agreement means the agreement between the Owner and the Contractor for the performance of the ' Work that is included in the Contract Documents. Base means a layer of material of specified type and thickness placed immediately below the pavement wearing surface layers, curb and gutter, or sidewalk. Business Day means any Day except Saturdays, Sundays, and statutory holidays. ' Certificate of Subcontract Completion means the certificate issued by the Contract Administrator in accordance with clause GC 8.02.03.02, Certification of Subcontract Completion. Certificate of Substantial Performance means the certificate issued by the Contract Administrator at ' Substantial Performance. Change Directive means any written instruction signed by the Owner, or by the Contract Administrator where so authorized, directing that a Change in the Work or Extra Work be performed. Change in the Work means the deletion, extension, increase, decrease, or alteration of lines; grades; dimensions; quantities; methods; drawings; substantial changes in geotechnical,- subsurface, surface, or other conditions; changes in the character of the Work to be done; or materials of the Work or part thereof, within the intended scope of the Contract. ' Change Order means a written amendment to the Contract signed by the Contractor and the Owner, or the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra Work, Additional Work, and changed subsurface conditions, and establishing the basis for payment and the time allowed for the adjustment of the Contract Time. ' Completion Certificate means the certificate issued by the Contract Administrator at completion. Constructor means, for the purposes of, and within the meaning of the Occupational Health and Safety ' Act, R.S.O. 1990, c.0.1, as amended and amendments thereto, the Contractor who executes the Contract. Contract means the undertaking by the Owner and the Contractor to perform their respective duties, responsibilities, and obligations as prescribed in the Contract Documents. I I I I 5 I Contract Administrator means the person, partnership, or corporation designated by the Owner to be the Owner's representative for the purposes of the Contract. Contract Documents mean the executed Agreement between the Owner and the Contractor, Tender, General Conditions of Contract, Supplemental General Conditions of Contract, Standard Specifications, Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before the execution of the Agreement, such other documents as may be listed in the Agreement, and subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement. Contract Drawings or Contract Plans mean drawings or plans, any Geotechnical Report, any Subsurface Report, and any other reports and information provided by the Owner for the Work, and without limiting the generality thereof, may include soil profiles, foundation investigation reports, reinforcing steel schedules, aggregate sources lists, Quantity Sheets, and cross - sections. Contract Time means the time stipulated in the Contract Documents for Substantial Performance of the Work, including any extension of Contract Time made pursuant to the Contract Documents. Page 7 Rev. Date: 11/2006 OPSS.MUNI 100 Contractor means the person, partnership, or corporation undertaking the Work as identified in the Agreement. Controlling Operation means any component of the Work that, if delayed, may delay the completion of the Work. Cost Plus has the same meaning as "Time and Material." Cut -Off Date means the date up to which payment shall be made for work performed. Daily Work Records mean daily Records detailing the number and categories of workers and hours worked or on standby, types and quantities of Equipment and number of hours in use or on standby, and description and quantities of Material utilized. Day means a calendar day. Drawings or Plans mean any Contract Drawings or Contract Plans, or any Working Drawings or Working Plans, or any reproductions of drawings or plans pertaining to the Work. End Result Specification means specifications that require the Contractor to be responsible for supplying a product or part of the Work. The Owner accepts or rejects the final product or applies a price adjustment that is commensurate with the degree of compliance with the specification. Equipment means all machinery and equipment used for preparing, fabricating, conveying or erecting the Work and normally referred to as construction machinery and equipment. Estimate means a calculation of the quantity or cost of the Work or part of it depending on the context. Extra Work means work not provided for in the Contract as awarded but considered by the Contract Administrator to be essential to the satisfactory completion of the Contract within its intended scope, including unanticipated work required to comply with legislation and regulations that affect the Work. Final Acceptance Certificate means the certificate issued by the Contract Administrator at Final Acceptance of the Work. Final Detailed Statement means a complete evaluation prepared by the Contract Administrator showing the quantities, unit prices, and final dollar amounts of all items of work completed under the Contract, including variations in tender items and Extra Work, all as set out in the same general form as the monthly estimates. Force Account has the same meaning as "Time and Material." Geotechnical Report means a report or other information identifying soil, rock, and ground water conditions in the area of any proposed Work. Grade means the required elevation of that part of the Work. Hand Tools means tools that are commonly called tools or implements of the trade and include small power tools. Highway means a common and public highway any part of that is intended for or used by the general public for the passage of vehicles and includes the area between the lateral property lines thereof. Lot means a specific quantity of material or a specific amount of construction normally from a single source and produced by the same process. Page 8 Rev. Date: 1112006 OPSS.MUNI 100 d J L I 1 I 1 I I [1 [1 I 1 1 Lump Sum Item means a tender item indicating a portion of the Work for which payment will be made at a single tendered price. Payment is not based on a measured quantity, although a quantity may be given in the Contract Documents. Major Item means any tender item that has a value, calculated on the basis of its actual or estimated tender quantity, whichever is the larger, multiplied by its tender unit price, which is equal or greater than the lesser of, ' a) $100,000, or b) 5% of the total tender value calculated on the basis of the total of all the estimated tender quantities and the tender unit prices. Material means material, machinery, equipment and fixtures forming part of the Work. ' Owner means the party to the Contract for whom the Work is being performed, as identified in the Agreement, and includes, with the same meaning and import, "Authority." Pavement means a wearing course or courses placed on the Roadway and consisting of asphaltic concrete, hydraulic cement concrete, Portland cement concrete, or plant or road mixed mulch. Performance Bond means the type of security furnished to the Owner to guarantee completion of the ' Work in accordance with the Contract and to the extent provided in the bond. Plan Quantity means that quantity as computed from within the boundary lines of the Work as shown in ' the Contract Documents. Project means the construction of the Work as contemplated by this Contract. ' Quantity Sheet means a list of the quantities of Work to be done. Quarried Rock means material removed from an open excavation made in a solid mass of rock that, prior to removal, was integral with the parent mass. ' Quarry means a place where Aggregate has been or is being removed from an open excavation made in a solid mass of igneous, sedimentary, or metamorphic rock or any combination of these that, prior to removal, was integral with the parent areas. Rate of Interest means the rate of interest as determined under the Financial Administration Act by the Minister of Finance of Ontario and issued by, and available from, the Owner. ' Records mean any books, payrolls, accounts, or other information that relate to the Work or any Change in the Work or claims arising therefrom. Roadway means that part of the Highway designed or intended for use by vehicular traffic and includes the Shoulders. Shoulder means that portion of the Roadway between the edge of the travelled portion of the wearing surface and the top inside edge of the ditch or fill slope. Special Provisions mean directions containing requirements specific to the Work. ' Standard Drawing or Standard Specification means a standard practice required and stipulated by the Owner for performance of the Work. ' Subbase means a layer of material of specified type and thickness between the Subgrade and the Base. Page 9 Rev. Date: 1112006 OPSS.MUNI 100 Subcontractor means a person, partnership or corporation undertaking the execution of a part of the Work by virtue of an agreement with the Contractor. Subgrade means the earth or rock surface, whether in cut or fill, as prepared to support the pavement structure, consisting of Base, Subbase, and Pavement. Subsurface Report means a report or other information identifying the location of Utilities, concealed and adjacent structures, and physical obstructions that fall within the influence of the Work. Superintendent means the Contractor's authorized representative in responsible charge of the Work. Surety means the person, partnership or corporation, other than the Contractor, licensed in Ontario to transact business under the Insurance Act, R.S.O. 1990, c.1.8, as amended, executing a bond provided by the Contractor. Tender means an offer in writing from the Contractor, submitted in the format prescribed by the Owner, to complete the Work. Time and Material means costs calculated according to clause GC 8.02.04, Payment on a Time and Material Basis. Where "Cost Plus" and "Force Account' are used they shall have the same meaning. Utility means an aboveground or underground facility maintained by a municipality, public utility authority or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil, steam, data transmission, telephone, and cable television. Warranty Period means the period of 12 months from the date of Substantial Performance or such longer period as may be specified in the Contract Documents for certain Materials or some or all of the Work. Where a date of Substantial Performance is not established, the Warranty Period shall commence on the date of Completion. Work means the total construction and related services required by the Contract Documents. Working Area means all the lands and easements owned or acquired by the Owner for the construction of the Work. Working Day means any Day, a) except Saturdays, Sundays and statutory holidays; b) except a Day as determined by the Contract Administrator, on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom, from proceeding with a Controlling Operation. For the purposes of this definition, this shall be a Day during which the Contractor cannot proceed with at least 60% of the normal labour and Equipment force effectively engaged on the Controlling Operation for at least 5 hours; c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as determined by the Contract Administrator by reason of, i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another contractor hired by the Owner, or an employee of any one of them, or by anyone else acting on behalf of the Owner. ii. non - delivery of Owner supplied Materials. iii. any cause beyond the reasonable control of the Contractor that can be substantiated by the Contractor to the satisfaction of the Contract Administrator. Page 10 Rev. Date: 1112006 OPSS.MUNI 100 1 I [1 1 I 11 1 [1 ' Working Drawings or Working Plans means any Drawings or Plans prepared by the Contractor for the execution of the Work and may, without limiting the generality thereof, include formwork, falsework, and shoring plans; Roadway protection plans; shop drawings; shop plans; or erection diagrams. GC 1.05 Substantial Performance .01 The Work is substantially performed, a) when the Work to be performed under the Contract or a substantial part thereof is ready for use or is being used for the purpose intended; and b) when the Work to be performed under the Contract is capable of completion or, where there is a known defect, the cost of correction, is not more than i. 3% of the first $500,000 of the Contract price, ' it. 2% of the next $500,000 of the Contract price, and iii. 1 % of the balance of the Contract price. ' .02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is being used for the purposes intended and the remainder of the Work cannot be completed expeditiously for reasons beyond the control of the Contractor or, where the Owner and the Contractor agree not to complete the Work expeditiously, the price of the services or materials remaining to be supplied and required to complete the Work shall be deducted from the Contract price in determining Substantial Performance. GC 1.06 Completion ' .01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last supplied to the Work when the price of completion, correction of a known defect, or last supply is not ' more than the lesser of, a) 1 % of the Contract price; or ' b) $1,000. GC 1.07 Final Acceptance 01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the best of the Contract Administrator's knowledge at that time, the Contractor has rectified all imperfect work and has discharged all of the Contractor's obligations under the Contract. ' GC 1.08 Interpretation of Certain Words .01 The words "acceptable," "approval," "authorized," "considered necessary," "directed," "required," ' "satisfactory," or words of like import, shall mean approval of, directed, required, considered necessary, or authorized by and acceptable or satisfactory to the Contract Administrator, unless the context clearly indicates otherwise. L! Page 11 Rev. Date: 1112006 OPSS.MUNI 100 SECTION GC 2.0 - CONTRACT DOCUMENTS GC 2.01 Reliance on Contract Documents .01 The Owner warrants that the information furnished in the Contract Documents can be relied upon with the following limitations or exceptions: a) The location of all mainline underground Utilities that may affect the Work shall be shown to a tolerance of: i. 1 m horizontal, and ii. 0.3m vertical .02 The Owner does not warrant or make any representation with respect to: a) interpretations of data or opinions expressed in any Subsurface Report available for the perusal of the Contractor, whether or not such report is included as part of the Contract Documents, and b) other information specifically excluded from this warranty. GC 2.02 Order of Precedence .01 In the event of any inconsistency or conflict in the contents of the following documents, such documents shall take precedence and govern in the following descending order: a) Agreement b) Addenda c) Special Provisions d) Contract Drawings e) Standard Specifications f) Standard Drawings g) Instructions to Tenderers h) Tender i) Supplemental General Conditions j) General Conditions k) Working Drawings Later dates shall govern within each of the above categories of documents. .02 In the event of any conflict among or inconsistency in the information shown on Drawings, the following rules shall apply: a) Dimensions shown in figures on a Drawing shall govern where they differ from dimensions scaled from the same drawing; b) Drawings of larger scale shall govern over those of smaller scale; Page 12 Rev. Date: 11 /2006 OPSS.MUNI 100 c) Detailed Drawings shall govern over general Drawings; and d) Drawings of a later date shall govern over those of an earlier date in the same series. .03 In the event of any inconsistency or conflict in the contents of Standard Specifications the following descending order of precedence shall govern: a) Owner's Standard Specifications b) Ontario Provincial Standard Specifications c) Other Standard Specifications, such as those produced by CSA, CGSB, ASTM, and ANSI and referenced in the Ontario Provincial Standard Specifications .04 The Contract Documents are complementary, and what is required by any one shall be as binding as if required by all. Page 13 Rev. Date: 1112006 OPSS.MUNI 100 I SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT GC 3.01 Contract Administrator's Authority .01 The Contract Administrator shall be the Owner's representative during construction and until the issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate, whichever is later. All instructions to the Contractor, including instructions from the Owner, shall be issued by the Contract Administrator. The Contract Administrator shall have the authority to act on behalf of the Owner only to the extent provided in the Contract Documents. .02 All claims, disputes and other matters in question relating to the performance and the quality of the Work or the interpretation of the Contract Documents shall be referred to the Contract Administrator in writing by the Contractor. .03 The Contract Administrator may inspect the Work for its conformity with the Plans and Standard Specifications, and to record the necessary data to establish payment quantities under the schedule of tender quantities and unit prices or to make an assessment of the value of the work completed in the case of a lump sum price Contract. .04 The Contract Administrator shall determine the amounts owing to the Contractor under the Contract and shall issue certificates for payment in such amounts as provided for in Section GC 8.0, Measurement and Payment. .05 The Contract Administrator shall, with reasonable promptness, review and take appropriate action upon the Contractor's submissions such as shop drawings, product data, and samples in accordance with the Contract Documents. .06 The Contract Administrator shall investigate all allegations of a Change in the Work made by the Contractor and issue appropriate instructions. .07 The Contract Administrator shall prepare Change Directives and Change Orders for the Owner's approval. .08 Upon written application by the Contractor, the Contract Administrator and the Contractor shall jointly conduct an inspection of the Work to establish the date of Substantial Performance of the Work or the date of Completion of the Work or both. .09 The Contract Administrator shall be, in the first instance, the interpreter of the Contract Documents and the judge of the performance thereunder by both parties to the Contract. Interpretations and decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents and, in making these decisions, the Contract Administrator shall not show partiality to either party. 10 The Contract Administrator shall have the authority to reject part of the Work or Material that does not conform to the Contract Documents. 11 In the event that the Contract Administrator determines that any part of the Work performed by the Contractor is defective, whether the result of poor workmanship; the use of defective material; or damage through carelessness or other act or omission of the Contractor and whether or not incorporated in the Work; or otherwise fails to conform to the Contract Documents, then the Contractor shall if directed by the Contract Administrator promptly remove the Work and replace, make good, or re- execute the Work at no additional cost to the Owner. 12 Any part of the Work destroyed or damaged by such removals, replacements, or re- executions shall be made good, promptly, at no additional cost to the Owner. Page 14 Rev. Date: 1112006 OPSS.MUNI 100 [1 I, 1 LJ I II 1 I J 13 If, in the opinion of the Contract Administrator, it is not expedient to correct defective work or work not performed in accordance with the Contract Documents, the Owner may deduct from monies otherwise due to the Contractor the difference in value between the work as performed and that called for by the Contract Documents, the amount that will be determined in the first instance by the Contract Administrator. 14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any certificates or the making of any payment by the Owner, the failure of the Contract Administrator to reject any defective work or Material shall not constitute acceptance of defective work or Material. 15 The Contract Administrator shall have the authority to temporarily suspend the Work for such reasonable time as may be necessary: a) to facilitate the checking of any portion of the Contractor's construction layout, b) to facilitate the inspection of any portion of the Work; or c) for the Contractor to remedy non - compliance in the case of such non - compliance with the provisions of the Contract by the Contractor. The Contractor shall not be entitled to any compensation for suspension of the Work in these circumstances. 16 The Owner has the right to terminate the Contract for wilful or persistent violation by the Contractor or its workers of the Occupational Health and Safety Act legislation and regulations, Workplace Safety and Insurance Board Act, and Regulation 309 of the Environmental Protection Act. 17 If the Contract Administrator determines that any worker employed on the Work is incompetent, as defined by the Occupational Health and Safety Act, or is disorderly, then the Contract Administrator shall provide written notice to the Contractor and the Contractor shall immediately remove the worker from the Working Area. Such worker shall not return to the Working Area without the prior written consent of the Contract Administrator. GC 3.02 Working Drawings [I II .01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as called for by the Contract Documents. .02 The Contractor shall submit Working Drawings to the Contract Administrator with reasonable promptness and in orderly sequence so as to not cause delay in the Work. If either the Contractor or the Contract Administrator so requests, they shall jointly prepare a schedule fixing the dates for submission and return of Working Drawings. Working Drawings shall be submitted in printed form. At the time of submission the Contractor shall notify the Contract Administrator in writing of any deviations from the Contract requirements that exist in the Working Drawings. .03 The Contract Administrator shall review and return Working Drawings in accordance with an agreed upon schedule, or otherwise, with reasonable promptness so as not to cause delay. .04 The Contract Administrator's review shall be to check for conformity to the design concept and for general arrangement only and such review shall not relieve the Contractor of responsibility for errors or omissions in the Working Drawings or of responsibility for meeting all requirements of the Contract Documents, unless a deviation on the Working Drawings has been approved in writing by the Contract Administrator. Page 15 Rev. Date: 1112006 OPSS.MUNI 100 !J .01 An application for an extension of Contract Time shall be made in writing by the Contractor to the ' Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days prior to the expiration of the Contract Time. The application for an extension of Contract Time shall enumerate the reasons, and state the length of extension required. , .02 Circumstances suitable for consideration of an extension of Contract Time include the following: a) Delays, subsection GC 3.07. , b) Changes in the Work, clause GC 3.10.01. c) Extra Work, clause GC 3.10.02. ' Page 16 Rev. Date: 11/2006 OPSS.MUNI 100 1 .05 The Contractor shall make any changes in Working Drawings that the Contract Administrator may require to make the Working Drawings consistent with the Contract Documents and resubmit, unless otherwise directed by the Contract Administrator. When resubmitting, the Contractor shall notify the Contract Administrator in writing of any revisions other than those requested by the Contract Administrator. , .06 Work related to the Working Drawings shall not proceed until the Working Drawings have been signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission to construct granted." , .07 The Contractor shall keep one set of the reviewed Working Drawings, marked as above, at the site at all times. ' GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment .01 The Contractor shall, when requested in writing, make alterations in the method. Equipment, or work force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or ' damaging to either the Work or existing facilities or the environment. .02 The Contractor shall, when requested in writing, alter the sequence of its operations on the Contract ' so as to avoid interference with work being performed by others. .03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and protection are maintained throughout the Work. , GC 3.04 Emergency Situations .01 The Contract Administrator has the right to determine the existence of an emergency situation and, when such an emergency situation is deemed to exist, the Contract Administrator may instruct the Contractor to take action to remedy the situation. If the Contractor does not take timely action or, if the Contractor is not available, the Contract Administrator may direct others to remedy the situation. ' .02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner shall pay for the remedial work. , GC 3.05 Layout The Contract Administrator , .01 shall provide baseline and benchmark information for the general location, alignment, and elevation of the Work. The Owner shall be responsible only for the correctness of the information provided by the Contract Administrator. , GC 3.06 Extension of Contract Time .01 An application for an extension of Contract Time shall be made in writing by the Contractor to the ' Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days prior to the expiration of the Contract Time. The application for an extension of Contract Time shall enumerate the reasons, and state the length of extension required. , .02 Circumstances suitable for consideration of an extension of Contract Time include the following: a) Delays, subsection GC 3.07. , b) Changes in the Work, clause GC 3.10.01. c) Extra Work, clause GC 3.10.02. ' Page 16 Rev. Date: 11/2006 OPSS.MUNI 100 1 [1 F Page 17 Rev. Date: 11/2006 OPSS.MUNI 100 d) Additional Work, clause GC 3.10.03. .03 The Contract Administrator shall, in considering an application for an extension to the Contract Time, take into account whether the delays, Changes in the Work, Extra Work, or Additional Work involve a Controlling Operation. 04 The Contract Time shall be extended for such additional time as may be recommended by the ' Contract Administrator and deemed fair and reasonable by the Owner. .05 The terms and conditions of the Contract shall continue for such extension of Contract Time. ' GC 3.07 Delays .01 If the Contractor is delayed in the performance of the Work by, a) war, blockades, and civil commotions, errors in the Contract Documents, b) an act or omission of the Owner or Contract Administrator, or anyone employed or engaged by ' them directly or indirectly, contrary to the provisions of the Contract Documents; c) a stop work order issued by a court or public authority, provided that such order was not issued as the result of an act or omission of the Contractor or anyone employed or engaged by the ' Contractor directly or indirectly; d) the Contract Administrator giving notice under subsection GC 7. 10, Suspension of Work; e) abnormal inclement weather; or f) archaeological finds in accordance with subsection GC 3.15, Archaeological Finds, then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay, provided that in the case of an application for an extension of Contract Time due to abnormal inclement weather, the Contractor shall, with the Contractor's application, submit evidence from Environment Canada in support of such application. Extension of Contract Time may be granted in accordance with subsection GC 3.06, Extension of Contract Time. .02 If the Work is delayed by labour disputes, strikes or lock -outs, including lock -outs decreed or ' recommended to its members by a recognized contractor's association, of which the Contractor is a member or to which the Contractor is otherwise bound, are beyond the Contractor's control, which then the Contract Time shall be extended in accordance with subsection GC 3.06, Extension of Contract Time. In no case shall the extension of Contract Time be less than the time lost as the ' result of the event causing the delay, unless a shorter extension is agreed to by the Contractor. The Contractor shall not be entitled to payment for costs incurred as the result of such delays unless such delays are the result of actions by the Owner. 03 The Contractor shall not be entitled to payment for the cost of delays incurred as a result of a dispute between the Contractor and Owner. The Contractor shall execute the Work and may pursue resolution of the dispute in accordance with subsection GC 3.13, Claims, Negotiations, Mediations. GC 3.08 Assignment of Contract 01 The Contractor shall not assign the Contract, either in whole or in part, without the prior written consent of the Owner. F Page 17 Rev. Date: 11/2006 OPSS.MUNI 100 GC 3.09 Subcontracting by the Contractor .01 The Contractor may subcontract any part of the Work, subject to these General Conditions and any limitations specified in the Contract Documents. .02 The Contractor shall notify the Contract Administrator 10 Days prior to the start of construction, in writing, of the intention to subcontract. Such notification shall identify the part of the Work, and the Subcontractor with whom it is intended. .03 The Contract Administrator shall, within 5 Days of receipt of such notification, accept or reject the intended Subcontractor. The rejection shall be in writing and shall include the reasons for the rejection. .04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has been engaged in accordance with this subsection. 05 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to that part of the Work to be performed under subcontract and shall, a) enter into agreements with the intended Subcontractors to require them to perform their work in accordance with the Contract Documents; and b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors and of persons directly or indirectly employed by them as for acts and omissions of persons directly employed by the Contractor. 06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the Contractor from any obligation under the Contract and shall not impose any liability upon the Owner. Nothing contained in the Contract Documents shall create a contractual relationship between a Subcontractor and the Owner. GC 3.10 Changes GC 3.10.01 Changes in the Work .01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a Change in the Work without invalidating the Contract. The Contractor shall not be required to proceed with a Change in the Work until in receipt of a Change Order or Change Directive. Upon the receipt of such Change Order or Change Directive the Contractor shall proceed with the Change in the Work. .02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC 3.06, Extension of Contract Time. .03 If the Change in the Work relates solely to quantities, payment for that part of the Work shall be made according to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If the Change in the Work does not solely relate to quantities, then either the Owner or the Contractor may initiate negotiations upwards or downwards for the adjustment of the Contract price in respect of the Change in the Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation or payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis. Page 18 Rev. Date: 1112006 OPSS.MUNI 100 I [_1 11 1 I t GC 3.10.02 Extra Work .01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor to perform Extra Work without invalidating the Contract. The Contractor shall not be required to proceed with ' the Extra Work until in receipt of a Change Order or Change Directive. Upon receipt of such Change Order or Change Directive the Contractor shall proceed with the Extra Work. .02 The Contractor may apply for an extension of Contract Time according to the terms of subsection ' GC 3.06, Extension of Contract Time. .03 Either the Owner or Contractor may initiate negotiations upwards or downwards for the payment for ' the Extra Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation, or payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis. [1 I GC 3.10.03 Additional Work .01 The Owner, or Contract Administrator where so authorized, may request the Contractor to perform Additional Work without invalidating the Contract. If the Contractor agrees to perform Additional Work, the Contractor shall proceed with such Additional Work upon receipt of a Change Order. .02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC 3.06, Extension of Contract Time. .03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.13, Claims, Negotiations, Mediation, or payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis. GC 3.11 Notices 01 Any notice permitted or required to be given to the Contract Administrator or the Superintendent in respect of the Work shall be deemed to have been given to and received by the addressee on the date of delivery if delivered by hand, email, or by facsimile transmission and on the fifth Day after the date of mailing, if sent by mail. .02 The Contractor and the Owner shall provide each other with the mail and email addresses; pager, cell phone, and telephone numbers; and facsimile terminal numbers for the Contract Administrator and the Superintendent at the commencement of the Work, and update as necessary. .03 In the event of an emergency situation or other urgent matter the Contract Administrator or the Superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2 Days. 04 Any notice permitted or required to be given to the Owner or the Contractor shall be given in accordance with the notice provision of the Contract. GC 3.12 Use and Occupancy of the Work Prior to Substantial Performance .01 Where it is not contemplated elsewhere in the Contract Documents, the Owner may use or occupy the Work or any part thereof prior to Substantial Performance, provided that at least 30 Days written notice has been given to the Contractor. .02 The use or occupancy of the Work or any part thereof by the Owner prior to Substantial Performance shall not constitute an acceptance of the Work or parts so occupied. In addition, the use or occupancy of the Work shall not relieve the Contractor or the Contractor's Surety from any liability that has arisen, or may arise, from the performance of the Work in accordance with the Contract Page 19 Rev. Date: 1112006 OPSS.MUNI 100 Documents. The Owner shall be responsible for any damage that occurs because of the Owner's ' use or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the Owner's right to charge the Contractor liquidated damages in accordance with the terms of the Contract. GC 3.13 Claims, Negotiations, Mediation GC 3.13.01 Continuance of the Work .01 Unless the Contract has been terminated or completed, the Contractor shall in every case, after serving or receiving any notification of a claim or dispute, verbal or written, continue to proceed with the Work with due diligence and expedition. It is understood by the parties that such action shall not jeopardize any claim it may have. GC 3.13.02 Record Keeping 01 Immediately upon commencing work that may result in a claim, the Contractor shall keep Daily Work Records during the course of the Work, sufficient to substantiate the Contractor's claim, and the Contract Administrator shall keep Daily Work Records to be used in assessing the Contractor's claim, all in accordance with clause GC 8.02.07, Records. 02 The Contractor and the Contract Administrator shall attempt to reconcile their respective Daily Work Records on a daily basis, to simplify review of the claim, when submitted. If the Contractor and the Contract Administrator fail to reconcile their respective Daily Work Records, then the Contractor shall submit its Daily Work Records as part of its claim, whereby the resolution of the dispute about the Daily Work Records shall not be resolved until there is a resolution of the claim. .03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily Work Records with those of the Contractor shall not be construed to be acceptance of the claim. GC 3.13.03 Claims Procedure .01 The Contractor shall give verbal notice of any situation that may lead to a claim for additional payment immediately upon becoming aware of the situation. .02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within 7 Days of the commencement of any part of the Work that may be affected by the situation. .03 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no later than 30 Days after completion of the work affected by the situation. The detailed claim shall: a) identify the item or items in respect of which the claim arises; b) state the grounds, contractual or otherwise, upon which the claim is made; and c) include the Records maintained by the Contractor supporting such claim. In exceptional cases, the 30 Days may be increased to a maximum of 90 Days with approval in writing from the Contract Administrator. .04 Within 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may request the Contractor to submit any further and other particulars as the Contract Administrator considers necessary to assess the claim. The Contractor shall submit the requested information within 30 Days of receipt of such request. Page 20 Rev. Date: 1112006 OPSS.MUNI 100 [_] 11 I 11 Cl 11 I 1 I GC 3. 113.06 Payment .01 Payment of the claim shall be made no later than 30 Days after the date of resolution of the claim or dispute. Such payment shall be made according to the terms of Section GC 8.0, Measurement and ' Payment. GC 3.13.07 Rights of Both Parties 01 It is agreed that no action taken under subsection GC 3.13, Claims, Negotiations, Mediation, by either party shall be construed as a renunciation or waiver of any of the rights or recourse available to the parties, provided that the requirements set out in this subsection are fulfilled. ' GC 3.14 Arbitration GC 3.14.01 Conditions of Arbitration ' 01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04, Negotiations, or the mediation stage noted in clause GC 3.13.05, Mediation, either party may invoke the provisions of subsection GC 3.14, Arbitration, by giving written notice to the other party. Page 21 Rev. Date: 11/2006 OPSS.MUNI 100 .05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the ' Contractor, in writing, of the Contract Administrator's opinion with regard to the validity of the claim. GC 3.13.04 Negotiations ' .01 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without prejudice, open and timely disclosure of relevant facts, information, and documents to facilitate these negotiations. ' Should .02 the Contractor disagree with the opinion given in paragraph GC 3.13.03.05, with respect to any part of the claim, the Contract Administrator shall enter into negotiations with the Contractor to resolve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04, Payment on a Time and Material Basis, the parties shall proceed in accordance with clause GC 3.13.05, Mediation, or subsection GC 3.14, Arbitration. GC 3.13.05 Mediation .01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04, Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.13.03.05, and the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the services of an independent third party mediator. 02 The mediator shall be mutually agreed upon by the Owner and Contractor. .03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall ' meet with the parties together or separately, as necessary, to review all aspects of the issue. In a final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration the mediator shall provide, without prejudice, a non- binding recommendation for settlement. 04 The review by the mediator shall be completed within 90 Days following the opinion given in paragraph GC 3.13.03.05. 05 Each party is responsible for its own costs related to the use of the third party mediator process. ' The cost of the third party mediator shall be equally shared by the Owner and Contractor. GC 3. 113.06 Payment .01 Payment of the claim shall be made no later than 30 Days after the date of resolution of the claim or dispute. Such payment shall be made according to the terms of Section GC 8.0, Measurement and ' Payment. GC 3.13.07 Rights of Both Parties 01 It is agreed that no action taken under subsection GC 3.13, Claims, Negotiations, Mediation, by either party shall be construed as a renunciation or waiver of any of the rights or recourse available to the parties, provided that the requirements set out in this subsection are fulfilled. ' GC 3.14 Arbitration GC 3.14.01 Conditions of Arbitration ' 01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04, Negotiations, or the mediation stage noted in clause GC 3.13.05, Mediation, either party may invoke the provisions of subsection GC 3.14, Arbitration, by giving written notice to the other party. Page 21 Rev. Date: 11/2006 OPSS.MUNI 100 .D2 Notification that arbitration shall be implemented to resolve the issue shall be communicated in writing as soon as possible and no later than 60 Days following the opinion given in paragraph GC 3.13.03.05. Where the use of a third party mediator was implemented, notification shall be within 120 Days of the opinion given in paragraph GC 3.13.03.05. .03 The parties shall be bound by the decision of the arbitrator. .04 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended, shall apply to any arbitration conducted hereunder except to the extent that they are modified by the express provisions of subsection GC 3.14, Arbitration. GC 3.14.02 Arbitration Procedure .01 The following provisions are to be included in the agreement to arbitrate and are subject only to such right of appeal as exist where the arbitrator has exceeded his or her jurisdiction or have otherwise disqualified him or herself: a) All existing actions in respect of the matters under arbitration shall be stayed pending arbitration; b) All outstanding claims and matters to be settled are to be set out in a schedule to the agreement. Only such claims and matters as are in the schedule shall be arbitrated; and c) Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispute are set out in the schedule. GC 3.14.03 Appointment of Arbitrator .01 The arbitrator shall be mutually agreed upon by the Owner and Contractor to adjudicate the dispute. .02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification of arbitration noted in paragraph GC 3.14.01.02. the Owner and the Contractor shall each choose an appointee within 37 Days of the notice of arbitration. .03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute of Ontario Inc., which may select an arbitrator to adjudicate the dispute within 7 Days of being requested to do so. .04 The arbitrator shall not be interested financially in the Contract nor in either party's business and shall not be employed by either party. 05 The arbitrator may appoint independent experts and any other persons to assist him or her. 06 The arbitrator is not bound by the rules of evidence that govern the trial of cases in court but may hear and consider any evidence that the arbitrator considers relevant. .07 The hearing shall commence within 90 Days of the appointment of the arbitrator. GC 3.14.04 Costs .01 The arbitrator's fee shall be equally shared by the Owner and the Contractor. .02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be shared equally by the Owner and the Contractor. Page 22 1 I I I Rev. Date: 1112006 OPSS.MUNI 100 ' I 1 Page 23 Rev. Date: 11/2006 OPSS.MUNI 100 03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event ' the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate facilities shall be shared equally by the Owner and the Contractor. ' 04 The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration. GC 3.14.05 The Decision 1 .01 The reasoned decision shall be made in writing within 90 Days of the conclusion of the hearing. An extension of time to make a decision may be granted with consent of both parties. Payment shall be made in accordance with clause GC 3.13.06, Payment. GC 3.15 Archaeological Finds .01 If the Contractor's operations expose any items that may indicate an archaeological find, such as building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall immediately notify the Contract Administrator and suspend operations within the area identified by the Contract Administrator. Notification may be verbal provided that such notice is confirmed in writing within 2 Days. Work shall remain suspended within that area until otherwise directed by the ' Contract Administrator in writing, in accordance with subsection GC 7.10, Suspension of Work. .02 Any delay in the completion of the Contract that is caused by such a suspension of Work shall be considered to be beyond the Contractor's control in accordance with paragraph GC 3.07.01. .03 Any work directed or authorized in connection with an archaeological find shall be considered as ' Extra Work in accordance with clause GC 3.10.02, Extra Work. The Contractor .04 shall take all reasonable action to minimize additional costs that may accrue as a result of any work stoppage. Page 23 Rev. Date: 11/2006 OPSS.MUNI 100 I SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS GC 4.01 Working Area .01 The Owner shall acquire all property rights that are deemed necessary by the Owner for the construction of the Work, including temporary working easements, and shall indicate the full extent of the Working Area on the Contract Drawings. .02 The Geotechnical Report and Subsurface Report that may be provided by the Owner as part of the tender documents shall form part of the Contract Drawings. GC 4.02 Approvals and Permits .01 The Owner shall pay for all plumbing and building permits. .02 The Owner shall obtain and pay for all permits, licences, and certificates solely required for the design of the Work. GC 4.03 Management and Disposition of Materials .01 The Owner shall identify in the Contract Documents the materials to be moved within or removed from the Working Area and any characteristics of those materials that necessitates special materials management and disposition. .02 In accordance with regulations under the Occupational Health and Safety Act, R.S O. 1990, c.0.1, as amended, the Owner advises that, a) the designated substances silica, lead, and arsenic are generally present throughout the Working Area occurring naturally or as a result of vehicle emissions; b) the designated substance asbestos may be present in cement products, asphalt, and conduits for Utilities; c) the following hazardous materials are ordinarily present in construction activities: limestone, gypsum, marble, mica, and Portland cement; and d) exposure to these substances may occur as a result of activities by the Contractor such as sweeping, grinding, crushing, drilling, blasting, cutting, and abrasive blasting. .03 The Owner shall identify in the Contract Documents any designated substances or hazardous materials other than those identified above and their location in the Working Area. .04 If the Owner or Contractor discovers or is advised of the presence of designated substances or hazardous materials that are in addition to those listed in paragraph GC 4.03.02, or not clearly identified in the Contract Documents according to paragraph GC 4.03.03, then verbal notice shall be provided to the other party immediately with written confirmation within 2 Days. The Contractor shall stop work in the area immediately and shall determine the necessary steps required to complete the work in accordance with applicable legislation and regulation. .05 The Owner shall be responsible for any reasonable additional costs of removing, managing and disposing of any material not identified in the Contract Documents, or where conditions exist that could not have been reasonably foreseen at the time of tendering. All work under this paragraph shall be deemed to be Extra Work. Page 24 Rev. Date: 11/2006 OPSS.MUNI 100 I I 1 1 1 1 1 1 I [1 ' .06 Prior to commencement of the Work, the Owner shall provide to the Contractor a list of those products controlled under the Workplace Hazardous Materials Information System (WHMIS), that the Owner may supply or use on the Contract, together with copies of the Materials Safety Data Sheets for these products. All containers used in the application of products controlled under WHMIS shall be labelled. The Owner shall notify the Contractor in writing of changes to the list and provide relevant Material Safety Data Sheets. ' GC 4.04 Construction Affecting Railway Property 01 The Owner shall pay the costs of all flagging and other traffic control measures required and provided by the railway company unless such costs are solely a function of the Contractor's chosen method of completing the Work. .02 Every precaution shall be taken by the Contractor to protect all railway property at track crossings; or otherwise, on which construction operations are to take place in accordance with the terms of this ' Contract. .03 The Contractor shall be required to conduct the construction operations in such a manner as to ' avoid a possibility of damaging any railway property in the vicinity of the works. Every reasonable precaution shall be taken by the Contractor to ensure the safety of the workers, Subcontractors, and Equipment, as well as railway property throughout the duration of the Contract. GC 4.05 Default by the Contractor .01 If the Contractor fails to commence the Work within 14 Days of a formal order to commence work signed by the Contract Administrator or, upon commencement of the Work, should neglect to prosecute the Work properly or otherwise fails to comply with the requirements of the Contract and, if the Contract Administrator has given a written statement to the Owner and Contractor that sufficient cause exists to justify such action, the Owner may, without prejudice to any other right or remedy the Owner may have, notify the Contractor in writing that the Contractor is in default of the Contractor's contractual obligations and instruct the Contractor to correct the default in the 5 Working Days immediately following the receipt of such notice. .02 If the Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Contractor's insolvency or if a receiver is appointed because of the Contractor's insolvency, the Owner may, without prejudice to any other right or remedy the Owner may have, by giving the Contractor or receiver or trustee in bankruptcy notice in writing, terminate the Contract. GC 4.06 Contractor's Right to Correct a Default .01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of default to correct the default and provide the Owner with satisfactory proof that appropriate corrective measures have been taken. .02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of the notice, the Contractor shall not be in default if the Contractor, a) commences the correction of the default within the 5 full Working Days following receipt of the notice; b) provides the Owner with an acceptable schedule for the progress of such correction; and c) completes the correction in accordance with such schedule. Page 25 Rev. Date 7112005 OPSS.MUNI 100 GC 4.07 Owner's Right to Correct Default .01 If the Contractor fails to correct the default within the time specified in subsection GC 4.06, Contractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to any other right or remedy the Owner may have, may correct such default and deduct the cost thereof, as certified by the Contract Administrator, from any payment then or thereafter due to the Contractor. GC 4.08 Termination of Contractor's Right to Continue the Work 01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.06, Contractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to any other right or remedy the Owner may have, may terminate the Contractor's right to continue the Work in whole or in part by giving written notice to the Contractor. .02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the Owner shall be entitled to, a) take possession of the Working Area or that portion of the Working Area devoted to that part of the Work terminated; b) use the Equipment of the Contractor and any Material within the Working Area that is intended to be incorporated into the Work, the whole subject to the right of third parties, c) withhold further payments to the Contractor with respect to the Work or the portion of the Work withdrawn from the Contractor until the Work or portion thereof withdrawn is completed; d) charge the Contractor the additional cost over the Contract price of completing the Work or portion thereof withdrawn from the Contractor, as certified by the Contract Administrator and any additional compensation paid to the Contract administrator for such additional service arising from the correction of the default, e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to cover correction to the Work performed by the Contractor that may be required under subsection GC 7.16, Warranty; f) charge the Contractor for any damages the Owner sustained as a result of the default, and g) charge the Contractor the amount by which the cost of corrections to the Work under subsection GC 7.16, Warranty, exceeds the allowance provided for such corrections. GC 4.09 Final Payment to Contractor .01 If the Owner's cost to correct and complete the Work in whole or in part is less than the amount , withheld from the Contractor under subsection GC 4.08, Termination of Contractor's Right to Continue the Work, the Owner shall pay the balance to the Contractor as soon as the final accounting for the Contract is complete. GC 4.10 Termination of the Contract .01 Where the Contractor is in default of the Contract the Owner may, without prejudice to any other ' right or remedy the Owner may have, terminate the Contract by giving written notice of termination to the Contractor, the Surety, and any trustee or receiver acting on behalf of the Contractor's estate or creditors. Page 26 Rev. Date: 11/2006 OPSS.MUNI 100 I I 02 If the Owner elects to terminate the Contract, the Owner may provide the Contractor and the trustee or receiver with a complete accounting to the date of termination. I GC 4.11 Continuation of Contractor's Obligations .01 The Contractor's obligation under the Contract as to quality, correction, and warranty of the Work performed prior to the time of termination of the Contract or termination of the Contractor's right to continue with the Work in whole or in part shall continue to be in force after such termination. GC 4.12 Use of Performance Bond .01 If the Contractor is in default of the Contract and the Contractor has provided a Performance Bond, the provisions of Section GC 4.0, Owner's Responsibilities and Rights, shall be exercised in accordance with the conditions of the Performance Bond. I GC 4.13 Payment Adjustment I' 01 If any situation should occur in the performance of the Work that would result in a Change in the Work, the Owner shall be entitled to an adjustment and those adjustments shall be managed in accordance with subsection GC 3.10.01, Changes in the Work. 1 1 II [1 Page 27 Rev. Date: 11/2006 OPSS.MUNI 100 I SECTION GC 5.0 - MATERIAL , GC 5.01 Supply of Material .01 All Material necessary for the proper completion of the Work, except that listed as being supplied by the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items shall be deemed to include full compensation for the supply of such Material. GC 5.02 Quality of Material .01 All Material supplied by the Contractor shall be new, unless otherwise specified in the Contract Documents. i .02 Material supplied by the Contractor shall conform to the requirements of the Contract. .03 As specified in the Contract Documents or as requested by the Contract Administrator, the Contractor shall make available, for inspection or testing, a sample of any Material to be supplied by the Contractor. 04 The Contractor shall obtain for the Contract Administrator the right to enter onto the premises of the Material manufacturer or supplier to carry out such inspection, sampling, and testing as specified in the Contract Documents or as requested by the Contract Administrator. .05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance of the Material shipping dates to enable the Contract Administrator to perform the required inspection, sampling, and testing. .06 The Owner shall not be responsible for any delays to the Contractor's operations where the Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract Administrator to carry out the required inspection, sampling, and testing before the scheduled shipping date. .07 The Contractor shall not change the source of supply of any Material without the written authorization of the Contract Administrator. .08 Material that is not specified shall be of a quality best suited to the purpose required, and the use of such Material shall be subject to the approval of the Contract Administrator. .09 All Material inspection, sampling, and testing shall be carried out on random basis in accordance with the standard inspection or testing methods required for the Material. Any approval given by the Contract Administrator for the Materials to be used in the Work based upon the random method shall not relieve the Contractor from the responsibility of incorporating Material that conforms to the Contract Documents into the Work or properly performing the Contract and of any liability arising from the failure to properly perform as specified in the Contract Documents. GC 5.03 Rejected Material .01 Rejected Material shall be removed from the Working Area expeditiously after the notification to that effect from the Contract Administrator. Where the Contractor fails to comply with such notice, the Contract Administrator may cause the rejected Material to be removed from the Working Area and disposed of, in what the Contract Administrator considers to be the most appropriate manner, and the Contractor shall pay the costs of disposal and the appropriate overhead charges. Page 28 Rev. Date: 11/2006 OPSS.MUN1100 -7 I .01 The Contractor shall, in advance of receipt of shipments of Material supplied by the Owner, provide adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of such Material shall promptly place it in storage, except where it is to be incorporated forthwith into the Work. .02 The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the specified delivery point and for its safe handling and storage. If such Material is damaged while under the control of the Contractor, it shall be replaced or repaired by the Contractor at no expense to the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the Contract Administrator for reasons that are not the fault of the Contractor, it shall remain in the care and at the risk of the Contractor until its disposition has been determined by the Contract Administrator. 03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where there are discrepancies between the quantities received and the quantities shown on the bills of lading, the Contractor shall immediately report such damage or discrepancies to the Contract Administrator who shall arrange for an immediate inspection of the shipment and provide the Contractor with a written release from responsibility for such damage or deficiencies. Where damage or deficiencies are not so reported, it shall be assumed that the shipment arrived in good condition and order, and any damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to the Owner. Page 29 Rev. Date: 1112006 OPSS.MUNI 100 GC 5.04 Substitutions .01 Where the Contract Documents require the Contractor to supply a Material designated by a trade or other name, the Tender shall be based only upon supply of the Material so designated, that shall be regarded as the standard of quality required by the Contract Documents. After the acceptance of the Tender, the Contractor may apply to the Contract Administrator to substitute another Material identified by a different trade or other name for the Material designated as aforesaid. The application shall be in writing and shall state the price for the proposed substitute Material designated as aforesaid, and such other information as the Contract Administrator may require. .02 Rulings on a proposed substitution shall not be made prior to the acceptance of the Tender. Substitutions shall not be made without the prior approval of the Contract Administrator. The approval or rejection of a proposed substitution shall be at the discretion of the Contract Administrator. .03 If the proposed substitution is approved by the Contract Administrator, the Contractor shall be entitled to the first $1,000 of the aggregate saving in cost by reason of such substitution and to 50% of any additional saving in cost in excess of such $1,000_ Each such approval shall be conveyed to the Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of "Certification of Equality" and, if any adjustment to the Contract price is made by reason of such substitution, a Change Order shall be issued as well. ' GC 5.05 Owner Supplied Material GC 5.05.01 Ordering of Excess Material .01 Where Material is supplied by the Owner and where this Material is ordered by the Contractor in excess of the amount specified to complete the Work, such excess Material shall become the property of the Contractor on completion of the Work and shall be charged to the Contractor at cost ' plus applicable overheads. GC 5.05.02 Care of Material .01 The Contractor shall, in advance of receipt of shipments of Material supplied by the Owner, provide adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of such Material shall promptly place it in storage, except where it is to be incorporated forthwith into the Work. .02 The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the specified delivery point and for its safe handling and storage. If such Material is damaged while under the control of the Contractor, it shall be replaced or repaired by the Contractor at no expense to the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the Contract Administrator for reasons that are not the fault of the Contractor, it shall remain in the care and at the risk of the Contractor until its disposition has been determined by the Contract Administrator. 03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where there are discrepancies between the quantities received and the quantities shown on the bills of lading, the Contractor shall immediately report such damage or discrepancies to the Contract Administrator who shall arrange for an immediate inspection of the shipment and provide the Contractor with a written release from responsibility for such damage or deficiencies. Where damage or deficiencies are not so reported, it shall be assumed that the shipment arrived in good condition and order, and any damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to the Owner. Page 29 Rev. Date: 1112006 OPSS.MUNI 100 11 I .04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the ' Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material shall not, except with the written permission of the Contract Administrator, be used by the Contractor for purposes other than the performance of the Work under the Contract. .05 Empty reels, crates, containers, and other type of packaging from Material supplied by the Owner shall become the property of the Contractor when they are no longer required for their original purpose and shall be disposed of by the Contractor, unless otherwise specified in the Contract Documents. .06 Immediately upon receipt of each shipment, the Contractor shall provide the Contract Administrator copies of bills of lading, or such other documentation the Contract Administrator may require to substantiate and reconcile the quantities of Material received. .07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract, , the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations, check the Material, report any damage or deficiencies to the Contract Administrator and take charge of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the Contractor, it shall be assumed that the stockpile was in good condition and order when the , Contractor took charge of it, and any damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to the Owner. 11 11 Page 30 Rev. Date: 1112006 OPSS.MUN1100 SECTION GC 6.0 - INSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work, Persons and Property .01 The Contractor, the Contractor's agents, and all workers employed by or under the control of the Contractor, including Subcontractors, shall protect the Work, persons, and property from damage or injury. The Contractor shall be responsible for all losses and damage that may arise as the result of the Contractor's operations under the Contract, unless indicated to the contrary below. .02 The Contractor is responsible for the full cost of any necessary temporary protective work or works and the restoration of all damage where the Contractor damages the Work or property in the performance of the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property, the Contractor shall restore such damage, and such work and payment shall be administered according to these General Conditions. .03 The Contractor shall immediately inform the Contract Administrator of all damage and injuries that occur during the term of the Contract. The Contractor shall then investigate and report back to the Contract Administrator within 15 Days of occurrence of incident, or as soon as possible. .04 The Contractor shall not be responsible for loss and damage that occurs as a result of, a) war; b) blockades and civil commotions; c) errors in the Contract Documents; or d) acts or omissions of the Owner, the Contract Administrator, their agents and employees, or others not under the control of the Contractor, but within the Working Area with the Owner's permission. .05 The Contractor and the Contractor's Surety shall not be released from any term or provision of any responsibility, obligation, or liability under the Contract or waive or impair any of the rights of the Owner, except by a release duly executed by the Owner. GC 6.02 Indemnification .01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their elected officials, agents, officers, and employees from and against all claims, demands, losses, expenses, costs, damages, actions, suits, or proceedings by third parties, hereinafter called "claims ", directly or indirectly arising or alleged to arise out of the performance of or the failure to perform the Work, provided such claims are, a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible property; b) caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor may be liable; and c) made in writing within a period of 6 years from the date of Substantial Performance of the Work as set out in the Certificate of Substantial Performance of the Work or, where so specified in the Contract Documents, from the date of certification of Final Acceptance. Page 31 Rev. Date: 11/2006 OPSS.MUNI 100 .02 The Contractor shall indemnify and hold harmless the Owner from all and every claim for damages, royalties or fees for the infringement of any patented invention or copyright occasioned by the Contractor in connection with the Work performed or Material furnished by the Contractor under the Contract. .03 The Owner expressly waives the right to indemnity for claims other than those stated in paragraphs GC 6.02.01 and GC 6.02.02. .04 The Owner shall indemnify and hold harmless the Contractor, their elected officials, agents, officers, and employees from and against all claims, demands, losses, expenses, costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of the Contract that are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Working Area. .05 The Contractor expressly waives the right to indemnity for claims other than those stated in paragraph GC 6.02.04. GC 6.03 Contractor's Insurance GC 6.03.01 General .01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide, maintain, and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03. Insurance coverage in clauses GC 6.03.04, GC 6.03.05, and GC 6.03.06 shall only apply when so specified in the Contract Documents. .02 The Contractor shall provide the Contract Administrator with an original Certificate of Insurance for each type of insurance coverage that is required by the Contract Documents. The Contractor shall ensure that the Contract Administrator is, at all times in receipt of a valid Certificate of Insurance for each type of insurance coverage, in such amounts as specified in the Contract Documents, The Contractor will not be permitted to commence work until the Contract Administrator is in receipt of such proof of insurance. The Contract Administrator may withhold payments of monies due to the Contractor until the Contractor has provided the Contract Administrator with original valid Certificates of Insurance as required by the provisions of the Contract Documents. GC 6.03.02 General Liability Insurance .01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract Administrator named as additional insureds, with limits of not less than five million dollars inclusive per occurrence for bodily injury, death, and damage to property including loss of use thereof, with a property damage deductible of not more than $5,000. The form of this insurance shall be the Insurance Bureau of Canada Form IBC 2100. .02 Another form of insurance equal to or better than that required in IBC Form 2100 may be used, provided all the requirements listed in the Contract are included. Approval of this insurance shall be conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required insurance. .03 The Contractor shall maintain in force such policies of insurance specified by the Contract Documents at all times from the commencement of the Work until the end of any Warranty Period or as otherwise required by the Contract Documents. .04 The Contractor shall submit annually to the Owner, proof of continuation of the completed operations coverage and, if the Contractor fails to do so, the limitation period for claiming indemnity described in paragraph GC 6.02.01 c), shall not be binding on the Owner. Page 32 Rev. Date: 1112006 OPSS.MUNI 100 11 1 05 Should the Contractor decide not to employ Subcontractors for operations requiring the use of explosives for blasting, pile driving or caisson work, removal or weakening of support of property building or land, IBC Form 2100 as required shall include the appropriate endorsements. .06 The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in advance of cancellation, change or amendment restricting coverage. .07 "Claims Made" insurance policies shall not be permitted. GC 6.03.03 Automobile Liability Insurance .01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than five million dollars inclusive per occurrence for bodily injury, death and damage to property, in the following forms endorsed to provide the Owner with not less than 30 Days written notice in advance of any cancellation, change, or amendment restricting coverage: a) standard non -owned automobile policy including standard contractual liability endorsement, and b) standard owner's form automobile policy providing third party liability and accident benefits insurance and covering licensed vehicles owned or operated by the Contractor. GC 6.03.04 Aircraft and Watercraft Liability Insurance GC 6.03.04.01 Aircraft Liability Insurance 01 Aircraft liability insurance with respect to owned or non -owned aircraft used directly or indirectly in the performance of the Work, including use of additional premises, shall be subject to limits of not less than five million dollars inclusive per occurrence for bodily injury, death, and damage to property including loss of use thereof, and limits of not less than five million dollars for aircraft passenger hazard. Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in advance of cancellation, change, or amendment restricting coverage. 6.03.04.02 Watercraft Liability Insurance ' .01 Watercraft liability insurance with respect to owned or non -owned watercraft used directly or indirectly in the performance of the Work, including use of additional premises, shall be subject to limits of not less than five million dollars inclusive per occurrence for bodily injury, death, and damage to property including loss of use thereof. Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in advance of cancellation, change, or amendment restricting coverage. GC 6.03.05 Property and Boiler Insurance GC 6.03.05.01 Property Insurance ' .01 All risks property insurance shall be in the name of the Contractor, with the Owner and the Contract Administrator named as additional insureds, insuring not less than the sum of the amount of the Contract price and the full value, as may be stated in the Contract Documents, of Material that is specified to be provided by the Owner for incorporation into the Work, with a deductible not exceeding 1% of the amount insured at the site of the Work. This insurance shall be in a form acceptable to the Owner and shall be maintained continuously until 10 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. Page 33 Rev. Date: 1112006 OPSS.MUNI 100 GC 6.03.05.02 Boiler Insurance .01 Boiler insurance insuring the interests of the Contractor, the Owner and the Contract Administrator for not less than the replacement value of boilers and pressure vessels forming part of the Work, shall be in a form acceptable to the Owner. This insurance shall be maintained continuously from commencement of use or operation of the property insured until 10 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion .01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance, the Owner shall give 30 Days written notice to the Contractor of the intended purpose and extent of such use or occupancy. Prior to such use or occupancy, the Contractor shall notify the Owner in writing of the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the Owner's expense. If because of such use or occupancy the Contractor is unable to provide coverage, the Owner upon written notice from the Contractor and prior to such use or occupancy shall provide, maintain, and pay for property and boiler insurance insuring the full value of the Work, including coverage for such use or occupancy, and shall provide the Contractor with proof of such insurance. The Contractor shall refund to the Owner the unearned premiums applicable to the Contractor's policies upon termination of coverage. .02 The policies shall provide that, in the event of a loss or damage, payment shall be made to the Owner and the Contractor as their respective interests may appear. The Contractor shall act on behalf of both the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage payment with the insurers. When the extent of the loss or damage is determined, the Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract, except that the Contractor shall be entitled to such reasonable extension of Contract Time relative to the extent of the loss or damage as the Contract Administrator may decide in consultation with the Contractor. GC 6.03.05.04 Payment for Loss or Damage .01 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the amount at which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds, and in accordance with the requirements of Section GC 8.0, Measurement and Payment. In addition, the Contractor shall be entitled to receive from the payments made by the insurers the amount of the Contractor's interest in the restoration of the Work. .02 The Contractor shall be responsible for deductible amounts under the policies, except where such amounts may be excluded from the Contractor's responsibility by the terms of this Contract. .03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and Payment. Page 34 Rev. Date: 1112006 OPSS.MUNI 100 GC 6.03.06 Contractor's Equipment Insurance .01 All risks Contractor's equipment insurance covering construction machinery and equipment used by the Contractor for the performance of the Work, including boiler insurance on temporary boilers and pressure vessels, shall be in a form acceptable to the Owner and shall not allow subrogation claims by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in advance of cancellation, change, or amendment restricting coverage. Subject to satisfactory proof of financial capability by the Contractor for self- insurance of the Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be amended to provide permission for the Contractor to grant prior releases with respect to damage to the Contractor's Equipment. GC 6.03.07 Insurance Requirements and Duration .01 Unless specified otherwise, the duration of each insurance policy shall be from the date of commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. .02 The Contractor shall provide the Owner, on a form acceptable to the Owner, proof of insurance prior to commencement of the Work and signed by an officer of the Contractor and either the underwriter or the broker. .03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each insurance policy exclusive of information pertaining to premium or premium bases used by the insurer to determine the cost of the insurance. The certified true copy shall include a signature by an officer of the Contractor and, in addition, a signature by an officer of the insurer or the underwriter or the broker. .04 Where a policy is renewed, the Contractor shall provide the Owner, on a form acceptable to the Owner, renewed proof of insurance immediately following completion of renewal. .05 Unless specified otherwise, the Contractor shall be responsible for the payment of deductible amounts under the policies. .06 If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03, Contractor's Insurance, or elsewhere in the Contract Documents, then the Owner shall have the right to provide and maintain such insurance and give evidence thereof to the Contractor. The Owner's cost thereof shall be payable by the Contractor to the Owner on demand. 1 .07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date on which the Owner made a formal demand for reimbursement of such costs, the Owner may deduct the costs thereof from monies which are due or may become due to the Contractor. GC 6.04 Bonding .01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender ' documents. .02 Such bonds shall be issued by a duly licensed surety company authorized to transact a business of suretyship in the Province of Ontario and shall be to the satisfaction of the Owner. The bonds shall be maintained in good standing until the fulfilment of the Contract. Page 35 Rev. Date: 11/2006 OPSS.MUNI 100 11 GC 6.05 Workplace Safety and Insurance Board ' .01 The Contractor shall provide the Contract Administrator with a copy of a Certificate of Clearance indicating the Contractor's good standing with the Workplace Safety and Insurance Board, as ' follows: a) Immediately prior to the Contract Administrator authorizing the Contractor to commence Work. b) Prior to issue of the Certificate of Substantial Performance. , c) Prior to expiration of the Warranty Period. d) At any other time when requested by the Contract Administrator. 1 I Page 36 Rev. Date: 1112006 OPSS.MUNI 100 ' SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK GC 7.01 General .01 The Contractor warrants that the site of the Work has been visited during the preparation of the Tender and the character of the Work and all local conditions that may affect the performance of the Work are known. 1 .02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the Contractor has received a written order to commence the Work, signed by the Contract Administrator. ■ .03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible for construction means, methods, techniques, sequences, and procedures and for coordinating the various parts of the Work. .04 The Contractor shall provide adequate labour, Equipment, and Material to ensure the completion of the Contract in accordance with the Contract Documents. The Work shall be performed as vigorously and as continuously as weather conditions or other interferences may permit. .05 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance, and removal of temporary structures and other temporary facilities and the design and execution of construction methods required in their use_ .06 Notwithstanding paragraph GC 7.01.05, where the Contract Documents include designs for temporary structures and other temporary facilities or specify a method of construction in whole or part, such facilities and methods shall be considered to be part of the design of the Work, and the Contractor shall not be held responsible for that part of the design or the specified method of ' construction. The Contractor shall, however, be responsible for the execution of such design or specified method of construction in the same manner that the Contractor is responsible for the execution of the Work. .07 The Contractor shall execute the terms of the Contract in strict compliance with the requirements of the Occupational Health and Safety Act, R.S.O. 1990, c.O.1. as amended, (the "Act ") and Ontario Regulation 213/91, as amended, (that regulates Construction Projects) and any other regulations as ' amended under the Act (the "Regulations ") that may affect the performance of the Work, as the "Constructor' or "employer," as defined by the Act, as the case may be. The Contractor shall ensure that: ' a) worker safety is given first priority in planning, pricing, and performing the Work; b) its officers and supervisory employees have a working knowledge of the duties of a "Constructor" and "employer' as defined by the Act and the provisions of the Regulations applicable to the Work, and a personal commitment to comply with them; c) a copy of the most current version of the Act and the Regulations are available at the ' Contractor's office within the Working Area, or, in the absence of an office, in the possession of the supervisor responsible for the performance of the Work; d) workers employed to carry out the Work possess the knowledge, skills, and protective devices required by law or recommended for use by a recognized industry association to allow them to work in safety; e) its supervisory employees carry out their duties in a diligent and responsible manner with due consideration for the health and safety of the workers, and ' Page 37 Rev. Date: 11/2006 OPSS.MUNI 100 f) all Subcontractors and their workers are properly protected from injury while they are at the Work Area. 08 The Contractor, when requested, shall provide the Owner with a copy of its health and safety policy and program at the pre -start meeting and shall respond promptly to requests from the Owner for confirmation that its methods and procedures for carrying out the Work comply with the Act and Regulations. The Contractor shall cooperate with representatives of the Owner and the inspectors appointed to enforce the Act and the Regulations in any investigations of worker health and safety in the performance of the Work. The Contractor shall indemnify and save the Owner harmless from any additional expense that the Owner may incur to have the Work performed as a result of the Contractor's failure to comply with the requirements of the Act and the Regulations. .09 Prior to commencement of the Work, the Contractor shall provide to the Contract Administrator a list of those products controlled under the Workplace Hazardous Materials Information System or WHMIS, which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets shall accompany the submission. All containers used in the application of products controlled under WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator in writing of changes in the products to be used and provide relevant Material Safety Data Sheets. .10 The Contractor shall have an authorized representative on the site while any Work is being performed, to supervise the Work and act for or on the Contractor's behalf. Prior to commencement of construction, the Contractor shall notify the Contract Administrator of the names; addresses; positions; and cell phone, pager, and telephone numbers of the Contractor's representatives who can be contacted at any time to deal with matters relating to the Contract, and update as necessary. .11 The Contractor shall designate a person to be responsible for traffic control and work zone safety. The designated person shall be a competent worker who is qualified because of knowledge, training, and experience to perform the duties; is familiar with Book 7 of the Ontario Traffic Manual; and has knowledge of all potential or actual danger to workers and motorists. Prior to the commencement of construction, the Contractor shall notify the Contract Administrator of the name; address; position; cell phone, pager, and telephone numbers of the designated person, and update as necessary. The designated person may have other responsibilities, including other construction sites, and need not be present in the Working Area at all times. .12 The Contractor shall, at no additional cost to the Owner, furnish all reasonable aid, facilities, and assistance required by the Contract Administrator for the proper inspection and examination of the Work or the taking of measurements for the purpose of payment. 13 The Contractor shall prepare and update, as required, a construction schedule of operations, indicating the proposed methods of construction and sequence of work and the time the Contractor proposes to complete the various items of work within the time specified in the Contract Documents. The schedule shall be submitted to the Contract Administrator within 14 Days from the Contract award. If the Contractor's schedule is materially affected by changes, the Contractor shall submit an updated construction schedule, if requested by the Contract Administrator, within 7 Days of the request. This updated schedule shall show how the Contractor proposes to perform the balance of the Work, so as to complete the Work within the time specified in the Contract Documents. 14 Where the Contractor finds any error, inconsistency, or omission relating to the Contract, the Contractor shall promptly report it to the Contract Administrator and shall not proceed with the activity affected until receiving direction from the Contract Administrator. 15 The Contractor shall promptly notify the Contract Administrator in writing if the subsurface conditions observed in the Working Area differ materially from those indicated in the Contract Documents. Page 38 Rev. Dale: 11/20D6 OPSS.MUNI 100 .16 The Contractor shall arrange with the appropriate Utility authorities for the stake out of all underground Utilities and service connections that may be affected by the Work. The Contractor shall observe the location of the stake outs prior to commencing the Work and in the event that there is a discrepancy between the location of the stake outs and the locations shown on the Contract Documents, that may affect the Work, the Contractor shall immediately notify the Contract Administrator and the affected Utility companies, in order to resolve the discrepancy. The Contractor shall be responsible for any damage done to the underground Utilities and service connections by the Contractor's forces during construction if the stake out locations are within the tolerances given in paragraph GC 2.01.01 a). GC 7.02 Layout .01 Prior to commencement of construction, the Contract Administrator and the Contractor shall locate on site those property bars, baselines, and benchmarks that are necessary to delineate the Working Area and to lay out the Work, all as shown on the Contract Drawings. .02 The Contractor shall be responsible for the preservation of all property bars while the Work is in progress, except those property bars that must be removed to facilitate the Work. Any other property bars disturbed, damaged, or removed by the Contractor's operations shall be replaced under the supervision of an Ontario Land Surveyor, at the Contractor's expense. .03 At no extra cost to the Owner, the Contractor shall provide the Contract Administrator with such materials and devices as may be necessary to lay out the baseline and benchmarks, and as may be necessary for the inspection of the Work. .04 The Contractor shall provide qualified personnel to lay out and establish all lines and grades necessary for construction. The Contractor shall notify the Contract Administrator of any layout work carried out, so that the same may be checked by the Contract Administrator. 05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks I as may be required for the proper execution of the Work. The Contractor shall supply one copy of all alignment and grade sheets to the Contract Administrator. .06 The Contractor shall assume full responsibility for alignment, elevations, and dimensions of each and all parts of the Work, regardless of whether the Contractor's layout work has been checked by the Contract Administrator. .07 All stakes, marks, and reference points shall be carefully preserved by the Contractor. In the case of their destruction or removal, such stakes, marks, and reference points shall be replaced at the Contractor's expense. ' .08 Benchmarks and survey monuments identified in the Contract Documents shall be protected by the Contractor. In the case of their destruction or removal, such benchmarks and survey monuments shall be replaced by the Owner at the Contractor's expense. GC 7.03 Working Area I .01 The Contractor's sheds, site offices, toilets, other temporary structures, and storage areas for Material and Equipment shall be grouped in a compact manner and maintained in a neat and orderly condition at all times. .02 The Contractor shall confine the construction operations to the Working Area. Should the Contractor require more space than that shown on the Contract Drawings, the Contractor shall obtain such space at no additional cost to the Owner. Page 39 Rev. Date: 11/2006 OPSS.MUNI 100 .03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the ' Contractor has received prior written permission from the property owner. GC 7.04 Damage by Vehicles or Other Equipment .01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be done to any Roadway or any improvement thereon, outside the Working Area, by the Contractors vehicles or other Equipment, whether licensed or unlicensed Equipment, the Contractor shall, on the direction of the Contract Administrator, and at no extra cost to the Owner, make changes or substitutions for such vehicles or Equipment, and shall alter loadings, or in some other manner, remove the cause of such damage to the satisfaction of the Contract Administrator. GC 7.05 Excess Loading of Motor Vehicles .01 Where a vehicle is hauling Material for use on the Work, in whole or in part; upon a Highway; and where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990, c.H.8, as amended, whether such vehicle is registered in the name of the Contractor or otherwise, except where there are designated areas within the Working Area where overloading is permitted. The Contractor shall bear the onus of weighing disputed loads. GC 7.06 Condition of the Working Area .01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of debris and prevent dust nuisance, mud, and ponding water, other than that caused by the Owner or others. GC 7.07 Maintaining Roads and Detours .01 Unless otherwise specified in the Contract Documents, if an existing Roadway is affected by construction, it shall be kept open to both vehicular and pedestrian traffic. .02 Subject to the approval of the Contract Administrator, the Contractor shall, at no additional cost to the Owner, be responsible for providing and maintaining for the duration of the Work an alternative route for both pedestrian and vehicular traffic through the Working Area in accordance with the OTM, whether along the existing Highway under construction or on a detour road beside or adjacent to the Highway under construction. .03 Subject to the approval of the Contract Administrator, the Contractor may block traffic for short periods of time to facilitate construction of the Work in accordance with the OTM. Any temporary lane closures shall be kept to a minimum. .04 The Contractor shall not be required to maintain a road through the Working Area until such time as the Contractor has commenced operations or during seasonal shut down or on any part of the Contract that has been accepted in accordance with these General Conditions. The Contractor shall not be required to apply de -icing chemicals or abrasives or carry out snowplowing. .05 Where localized and separated sections of the Highway are affected by the Contractor's operations, the Contractor shall not be required to maintain intervening sections of the Highway until such times as these sections are located within the limits of the Highway affected by the Contractor's general operations under the Contract. .06 Where the Contract Documents provide for or the Contract Administrator requires detours at specific locations, payment for the construction of the detours and, if required, for the subsequent removal of the detours, shall be made at the Contract prices appropriate to such work. Page 40 Rev. Date: 11/2006 OPSS.MUNI 100 07 Compensation for all labour, Equipment, and Materials to do this Work shall be at the Contract prices appropriate to the Work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing, the cost of blading required to maintain the surface of such roads and detours shall be deemed to be included in the prices bid for the various tender items and no ' additional payment shall be made. .08 Where work under the Contract is discontinued for any extended period, including seasonal ' shutdown, the Contractor shall, when directed by the Contract Administrator, open and place the Roadway and detours in a passable, safe, and satisfactory condition for public travel. .09 Where the Contractor constructs a detour that is not specifically provided for in the Contract Documents or required by the Contract Administrator, the construction of the detour and, if required, the subsequent removal shall be performed at the Contractor's expense. The detour shall be constructed and maintained to structural and geometric standards approved by the Contract Administrator. Removal and site restoration shall be performed as directed by the Contract Administrator. .10 Where, with the prior written approval of the Contract Administrator, the Highway is closed and the traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to the Owner, supply, erect, and maintain traffic control devices in accordance with the OTM. .11 Compliance with the foregoing provisions shall in no way relieve the Contractor of obligations under subsection GC 6.01, Protection of Work, Persons, and Property, dealing with the Contractor's responsibility for damage claims, except for claims arising on sections of Highway within the Working Area that are being maintained by others. GC 7.08 Access to Properties Adjoining the Work and Interruption of Utility Services .01 The Contractor shall provide at all times and at no extra cost to the Owner, a) adequate pedestrian and vehicular access; and b) continuity of Utility services to properties adjoining the Working Area. .02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants, water and gas valves, and all other Utilities located in the Working Area. .03 Where any interruptions in the supply of Utility services are required and are authorized by the ' Contract Administrator, the Contractor shall give the affected property owners notice in accordance with subsection GC 7.12, Notices by the Contractor, and shall arrange such interruptions so as to create a minimum of interference to those affected. GC 7.09 Approvals and Permits .01 Except as specified in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and I pay for any permits, licences, and certificates, which at the date of tender closing, are required for the performance of the Work, .02 The Contractor shall arrange for all necessary inspections required by the approvals and permits specified in paragraph GC 7.09.01. Page 41 Rev. Date: 11/2006 OPSSAUNI 100 GC 7.10 Suspension of Work .01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or all of the Work and work shall not be resumed until the Contract Administrator so directs in writing. Delays, in these circumstances, shall be administered according to subsection GC 3.07, Delays. GC 7.11 Contractor's Right to Stop the Work or Terminate the Contract .01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors because of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or trustee in bankruptcy written notice, terminate the Contract. .02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court or other public authority and provided that such order was not issued as the result of an act or fault of the Contractor or of anyone directly employed or engaged by the Contractor, the Contractor may, without prejudice to any other right or remedy the Contractor may have, by giving the Owner written notice, terminate the Contract. .03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the Owner is in default of contractual obligations if, a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section GC 8.0, Measurement and Payment; b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC 8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or within 30 Days of an award by an arbitrator or court; or c) the Owner violates the requirements of the Contract. .04 The Contractor's written notice to the Owner shall advise that if the default is not corrected in the 7 Days immediately following receipt of the written notice, the Contractor may, without prejudice to any other right or remedy the Contractor may have, stop the Work or terminate the Contract. .05 If the Contractor terminates the Contract under the conditions set out in subsection GC 7.11, the Contractor shall be entitled to be paid for all work performed according to the Contract Documents and for any losses or damage as the Contractor may sustain as a result of the termination of the Contract. GC 7.12 Notices by the Contractor .01 Before work is carried out that may affect the property or operations of any Ministry or agency of government or any person; company; partnership; or corporation, including a municipal corporation or any board or commission thereof, and in addition to such notices of the commencement of specified operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least 48 hours advance written notice of the date of commencement of such work to the person, company, partnership, corporation, board, or commission so affected. .02 In the case of damage to or interference with any Utilities, pole lines, pipe lines, conduits, farm tiles, or other public or privately owned works or property, the Contractor shall immediately notify the Owner, Contract Administrator, and the owner of the works of the location and details of such damage or interference. Page 42 Rev. Date. 1112006 OPSS.MUNI 100 GC 7.13 Obstructions .01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and responsibilities arising out of any obstruction encountered in the performance of the Work and any traffic conditions, including traffic conditions on any Highway or road giving access to the Working Area caused by such obstructions, and the Contractor shall not make any claim against the Owner for any loss, damage, or expense occasioned thereby. .02 Where the obstruction is an underground Utility or other man -made object, the Contractor shall not be required to assume the risks and responsibilities arising out of such obstruction, unless the location of the obstruction is shown on the Plans or described in the Contract Documents and the location so shown is within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the obstruction has otherwise been made known to the Contractor or could have been determined by the visual site investigation made by the Contractor in accordance with these General Conditions. .03 During the course of the Contract, it is the Contractor's responsibility to consult with Utility companies or other appropriate authorities for further information in regard to the exact location of these Utilities, to exercise the necessary care in construction operations, and to take such other precautions as are necessary to safeguard the Utilities from damage. GC 7.14 Limitations of Operations .01 Except for such work as may be required by the Contract Administrator to maintain the Work in a safe and satisfactory condition, the Contractor shall not carry out operations under the Contract on Saturdays, Sundays, and Statutory Holidays without permission in writing from the Contract Administrator. .02 The Contractor shall cooperate and coordinate the Work with other Contractors, Utility companies, and the Owner and they shall be allowed access to their work or plant at all reasonable times. GC 7.15 Cleaning Up Before Acceptance .01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials, tools, construction machinery and equipment not required for the performance of the remaining Work. The Contractor shall also remove all temporary works and debris other than that caused by the Owner or others and leave the Work and Working Area clean and suitable for occupancy by the Owner, unless otherwise specified. .02 The Work shall not be deemed to have reached Completion until the Contractor has removed surplus materials, tools, construction machinery, and equipment. The Contractor shall also have removed debris, other than that caused by the Owner, or others. GC 7.16 Warranty .01 Unless otherwise specified in the Contract Documents for certain Materials or components of the Work, the Contractor shall be responsible for the proper performance of the Work only to the extent that the design and standards permit such performance. .02 Subject to the previous paragraph the Contractor shall correct promptly, at no additional cost to the Owner, defects or deficiencies in the Work that appear, a) prior to and during the period of 12 months from the date of Substantial Performance of the Work, as set out in the Certificate of Substantial Performance of the Work, Page 43 Rev. Date: 1112006 OPSS.MUNI 100 b) where the work is completed after the date of Substantial Performance, 12 months after Completion of the Work, c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion of the Work as set out in the Completion Certificate, or d) such longer periods as may be specified in the Contract Documents for certain Materials or some of the Work. The Contract Administrator shall promptly give the Contractor written notice of observed defects or deficiencies. .03 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph GC 7.16.02. GC 7.17 Contractor's Workers .01 The Contractor shall only employ orderly, competent, and skillful workers to do the Work and whenever the Contract Administrator shall inform the Contractor in writing that any worker or workers involved in the Work are, in the opinion of the Contract Administrator, incompetent, or disorderly such worker or workers shall be removed from the work and shall not be employed on the work again without the consent in writing of the Contract Administrator. GC 7.18 Drainage .01 During construction and until the Work is completed, the Contractor shall make all reasonable efforts to keep all portions of the Work properly and efficiently drained, to at least the same degree as that of the existing drainage conditions. Page 44 Rev. Date: 11/2006 OPSS.MUNI100 11 1 U SECTION GC 8.0 - MEASUREMENT AND PAYMENT GC 8.01 Measurement GC 8.01.01 Quantities .01 The Contract Administrator shall make an Estimate once a month, in writing, of the quantity of Work performed. The first Estimate shall be the quantity of Work performed since the Contractor commenced the Contract, and every subsequent Estimate, except the final one, shall be of the quantity of Work performed since the preceding Estimate was made. The Contract Administrator shall provide the copy of each Estimate to the Contractor within 10 Days of the Cut -Off Date. .02 Such quantities for progress payments shall be construed and held to approximate. The final quantities for the issuance of the Completion Payment Certificate shall be based on the measurement of Work completed. .03 Measurement of the quantities of the Work performed may be either by Actual Measurement or by Plan Quantity principles as indicated in the Contract. Adjustments to Plan Quantity measurements shall normally be made using Plan Quantity principles but may, where appropriate, be made using Actual Measurements. Those items identified on the Tender by the notation (P) in the unit column shall be paid according to the Plan Quantity. Items where the notation (P) does not occur shall be paid according to Actual Measurement or lump sum. GC 8.01.02 Variations in Tender Quantities 01 Where it appears that the quantity of Work to be done or Material to be supplied or both by the Contractor under a unit price tender item may exceed or be less than the tender quantity, the Contractor shall proceed to do the Work or supply the Material or both required to complete the tender item and payment shall be made for the actual amount of Work done or Material supplied or both at the unit prices stated in the Tender except as provided below: a) In the case of a Major Item where the quantity of Work performed or Material supplied or both by the Contractor exceeds the tender quantity by more than 15 %, either party to the Contract may make a written request to the other party to negotiate a revised unit price for that portion of the Work performed or Material supplied or both which exceeds 115% of the tender quantity. The negotiation shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based on the actual cost of doing the Work or supplying the Material or both under the tender item plus a reasonable allowance for profit and applicable overhead. b) In the case of a Major Item where the quantity of Work performed or Material supplied or both by the Contractor is less than 85% of the tender quantity, the Contractor may make a written request to negotiate for the portion of the actual overheads and fixed costs applicable to the amount of the underrun in excess of 15% of the tender quantity. For purposes of the negotiation, the overheads and fixed costs applicable to the item are deemed to have been prorated uniformly over 100% of the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the Contractor's senior financial officer or auditor and may be audited by the Owner. Alternatively, where both parties agree, an allowance equal to 10% of the unit price on the amount of the underrun in excess of 15% of the tender quantity shall be paid. Written requests for compensation must be received no later than 60 Days after the issuance of the Completion Payment Certificate. Page 45 Rev. Date: 11/2006 OPSS.MUNI 100 GC 8.02 Payment GC 8.02.01 Price for Work .01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its performance. The term "all labour, Equipment, and Material" shall include Hand Tools, supplies, and other incidentals. .02 Payment for work not specifically detailed as part of any one item and without specified details of payment shall be deemed to be included in the items with which it is associated. GC 8.02.02 Advance Payments for Material .01 The Owner shall make advance payments for Material intended for incorporation in the Work upon the written request of the Contractor and according to the following terms and conditions: a) The Contractor shall deliver the Material to a site approved by the Contract Administrator and the Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate and proper storage facilities. b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure: i. Sources Other Than Commercial (1) Granular A, B, BI, BII, BIII, M, and O shall be assessed at the rate of 60% of the Contract price. (2) Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and Portland cement concrete shall be assessed at the rate of 25% of the Contract price for each aggregate stockpiled. it. Commercial Sources Payment for separated coarse and fine aggregates shall be considered at the above rate when such materials are stockpiled at a commercial source where further processing is to be carried out before incorporating such materials into a final product. Advance payments for other materials located at a commercial source shall not be made. c) Payment for all other materials, unless otherwise specified elsewhere in the Contract Documents, shall be based on the invoice price, and the Contractor shall submit proof of cost to the Contract Administrator before payment can be made by the Owner. d) The payment for all Materials shall be prorated against the appropriate tender item by paying for sufficient units of the item to cover the value of the material. Such payment shall not exceed 80% of the Contract price for the item. e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the designated storage location immediately upon receipt of the material and shall thenceforth be held by the Contractor in trust for the Owner as collateral security for any monies advanced by the Owner and for the due completion of the Work. The Contractor shall not exercise any act of ownership inconsistent with such security, or remove any Material from the storage locations, except for inclusion in the Work, without the consent, in writing, of the Contract Administrator. f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss, damage, theft, improper use, or destruction of the material however caused. .02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC 8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance shall only be determined when the material meets the requirements of the appropriate specification. Page 46 Rev. Date: 1112006 OPSS.MUNI 100 7 .01 Following receipt of the Certificate of Subcontract Completion, the Owner shall release and pay the Contractor the statutory holdback retained in respect of the subcontract. Such release shall be made 46 Days after the date the subcontract was certified complete and providing the Contractor submits the following to the Contract Administrator: a) a document satisfactory to the Contract Administrator that shall release the Owner from all further claims relating to the subcontract, qualified by stated exceptions such as holdback monies; b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all liabilities incurred in carrying out the subcontract; Page 47 Rev. Date: 1112006 OPSS.MUNI 100 GC 8.02.03 Certification and Payment GC 8.02.03.01 Progress Payment Certificate .01 The value of the Work performed and Material supplied shall be calculated once a month by the Contract Administrator in accordance with the Contract Documents and clause GC 8.01.01, Quantities. ' .02 The progress Payment Certificate shall show, a) the quantities of Work performed; b) the value of Work performed, c) any advanced payment for Material; ' d) the amount of statutory holdback, liens, Owner's set -off; ' e) the amount of GST, as applicable; and f) the amount due to the Contractor. .03 One copy of the progress Payment Certificate shall be sent to the Contractor. .04 Payment shall be made within 30 Days of the Cut -Off Date. GC 8.02.03.02 Certification of Subcontract Completion .01 Before the Work has reached the stage of Substantial Performance, the Contractor may notify the Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the Contract Administrator certify the completion of such subcontract. .02 The Contract Administrator shall issue a Certificate of Subcontract Completion, if the subcontract has been completed satisfactorily, and all required inspection and testing of the works covered by the subcontract have been carried out and the results are satisfactory. .03 The Contract Administrator shall set out in the Certificate of Subcontract Completion the date on ' which the subcontract was completed and, within 7 Days of the date the subcontract is certified complete, the Contract Administrator shall give a copy of the certificate to the Contractor and to the Subcontractor concerned. GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment .01 Following receipt of the Certificate of Subcontract Completion, the Owner shall release and pay the Contractor the statutory holdback retained in respect of the subcontract. Such release shall be made 46 Days after the date the subcontract was certified complete and providing the Contractor submits the following to the Contract Administrator: a) a document satisfactory to the Contract Administrator that shall release the Owner from all further claims relating to the subcontract, qualified by stated exceptions such as holdback monies; b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all liabilities incurred in carrying out the subcontract; Page 47 Rev. Date: 1112006 OPSS.MUNI 100 c) a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board relating to the subcontract; and d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory statement showing the total amount due the Subcontractor from the Contractor. .02 Paragraph GC 8.02.03.03.01 d), shall only apply to Lump Sum Items and then only when the Contract Administrator specifically requests it. .03 Upon receipt of the statutory holdback, the Contractor shall forthwith give the Subcontractor the payment due under the subcontract. .04 Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the Contractor, or the Contractor's Surety, of any of their responsibilities. GC 8.02.03.04 Certification of Substantial Performance .01 Upon application by the Contractor and when the Contract Administrator has verified that the Contract has been substantially performed, the Contract Administrator shall issue a Certificate of Substantial Performance. .02 Upon verifying that the Contract has been substantially performed, the Contract Administrator shall , issue a certificate of Substantial Performance and shall set out in the Certificate of Substantial Performance the date on which the Contract was substantially performed and, within 7 Days after signing the said certificate, the Contract Administrator shall provide a copy to the Contractor. .03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith, as required by Section 32(1) Paragraph 5 of the Construction Lien Act, R.S.O. 1990, c.C.30, as amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall include placement in the Daily Commercial News. .04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required above within 7 Days after receiving a copy of the certificate signed by the Contract , Administrator, the Owner may publish a copy of the certificate at the Contractor's expense. .05 Except as otherwise provided for in Section 31 of the Construction Lien Act, the 45 Day lien period prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance , Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of publication of the Certificate of Substantial Performance as provided for above. GC 8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory Holdback Release Payment Certificates .01 When the Contract Administrator issues the Certificate of Substantial Performance, the Contract , Administrator shall also issue the Substantial Performance Payment Certificate and the Substantial Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined payment certificate. .02 The Substantial Performance Payment Certificate shall show, , a) the value of Work performed to the date of Substantial Performance; , b) the value of outstanding or incomplete Work, c) the amount of the statutory holdback, allowing for any previous releases of statutory holdback to ' the Contractor in respect of completed subcontracts and deliveries of pre - selected equipment; Page 48 Rev. Date: 1112006 OPSS.MUNI 100 tl I d) the amount of maintenance security required, and e) the amount due the Contractor. ' 03 Payment of the amount certified shall be made within 30 Days of the date of issuance of the payment certificate. ' 04 The Substantial Performance Statutory Holdback Release Payment Certificate shall be a payment certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after the date of publication of the Certificate of Substantial Performance but subject to the provisions of the Construction Lien Act and the submission by the Contractor of the following documents: a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the Owner from all further claims relating to the Contract, qualified by stated exceptions such as ' outstanding work or matters arising out of subsection GC 3.13, Claims, Negotiations, Mediation; b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities incurred by the.Contractor and the Contractor's Subcontractors in carrying out the Contract have ' been discharged except for statutory holdbacks properly retained; c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and ' d) proof of publication of the Certificate of Substantial Performance. GC 8.02.03.06 Certification of Completion .01 Upon application by the Contractor and when the Contract Administrator has verified that the Contract has reached Completion, the Contract Administrator shall issue a Completion Certificate. .02 The Contract Administrator shall set out in the Completion Certificate the date on which the Work was completed and, within 7 Days of signing the said certificate, the Contract Administrator shall provide a copy to the Contractor, GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release Payment Certificates .01 When the Contract Administrator issues the Completion Certificate, the Contract Administrator shall also issue the Completion Payment Certificate and the Completion Statutory Holdback Release Payment Certificate or where appropriate, a combined payment certificate. .02 The Completion Payment Certificate shall show, a) measurement and value of Work at Completion, b) the amount of the further statutory holdback based on the value of further work completed over and above the value of work completed shown in the Substantial Performance Payment Certificate referred to above; and c) the amount due the Contractor. ' .03 The Completion Statutory Holdback Release Payment Certificate shall be a payment certificate releasing to the Contractor the further statutory holdback. Payment of such statutory holdback shall be due 46 Days after the date of Completion of the Work as established by the Completion Certificate but subject to the provisions of the Construction Lien Act and the submission by the Contractor of the following documents: Page 49 Rev. Date: 11/2006 OPSS.MUN1100 11 a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the ' Owner from all further claims relating to the Contract, qualified by stated exceptions where appropriate; b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities ' incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been discharged, qualified by stated exceptions where appropriate; and c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board. , GC 8.02.03.08 Interest .01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of , Interest. GC 8.02.03.09 Interest for Late Payment .01 Provided the Contractor has complied with the requirements of the Contract, including all documentation requirements, when payment by the Owner to the Contractor for Work performed, or for release of statutory holdback, is delayed by the Owner, then the Contractor shall be entitled to receive interest on the outstanding payment at the Rate of Interest, if payment is not received on the dates set out below: a) Progress Payment Certificates: 30 Days after the Cut -Off Date; b) Certificate of Subcontract Completion: 30 Days after the date certified as the date on which the subcontract was completed; c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which the subcontract was completed, d) Substantial Performance Payment Certificate: 30 Days after the date of issuance of the certificate; e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after publication of the Payment Certificate of Substantial Performance; f) Completion Payment Certificate: 30 Days after the date certified as the date on which the Contract reached Completion; and g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as the date that the Work was completed. .02 If the Contractor has not complied with the requirements of the Contract, including all documentation requirements, prior to expiration of the time periods described in paragraph GC 8.02.03.09.01, interest shall only begin to accrue when the Contractor has completed those requirements. Page 50 Rev. Date: 1112006 OPSS.MUNI 100 ' GC 8.02.03.10 Interest for Negotiations and Claims .01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the subsequent claims are submitted in accordance with the time limits or procedure or both described by subsection GC 3.13, Claims, Negotiations. Mediation, the Owner shall pay the Contractor the Rate of Interest on the amount of the negotiated price for that part of the Work or on the amount of the settled claim. Such interest shall not commence until 30 Days after the satisfactory completion of that part of the Work. .02 Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious manner, interest shall be negotiable. .03 Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection GC 3.13, Claims, Negotiations, Mediation, interest shall not be paid. ' .04 Where a Contractor fails to comply with the 30 Day time limit and the procedures prescribed in paragraph GC 3.13.03.03 for submission of claims, interest shall not be paid for the delay period. GC 8.02.03.11 Owner's Set -Off .01 Pursuant to Section 12 of the Construction Lien Act, the Owner may retain from monies owing to the Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities, including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work, claims for damages by third parties that have not been determined in writing by the Contractor's insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due the Workplace Safety and Insurance Board, and any monies to be paid to the workers in accordance with clause GC 8.02.06, Payment of Workers. .02 Under these circumstances the Owner will give the Contractor appropriate notice of such action. GC 8.02.03.12 Delay in Payment .01 The Owner shall not be deemed to be in default of the Contract provided any delay in payment does not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01. GC 8.02.04 Payment on a Time and Material Basis GC 8.02.04.01 Definitions .01 For the purpose of clause GC 8.02.04 the following definitions apply: ' Cost of Labour means the amount of wages, salary, travel, travel time, food, lodging, or similar items and Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour and supervision but shall not include any payment or costs incurred for general supervision, administration, and management time spent on the entire Work or any wages, salary, or Payroll Burden for which the Contractor is compensated by any payment made by the Owner for Equipment. Cost of Material means the cost of Material purchased or supplied from stock and valued at current market prices for the purpose of carrying out Extra Work by the Contractor or by others, when such arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices. Operated Rented Equipment means Rented Equipment for which an operator is provided by the supplier of the equipment and for which the rent or lease includes the cost of the operator. Page 51 Rev. Date: 1112006 OPSS.MUNI 100 Payroll Burden means the payments in respect of workplace insurance, vacation pay, employment insurance, public liability and property damage insurance, sickness and accident insurance, pension fund, and such other welfare and benefit payments forming part of the Contractor's normal labour costs. Rented Equipment means equipment that is rented or leased for the special purpose of Work on a Time and Material Basis from a person, firm, or corporation that is not an associate of the lessee as the word "associate" is defined by the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator. Road Work means the preparation, construction, finishing, and construction maintenance of roads, streets, Highways, and parking lots and includes all work incidentals thereto other than work on structures. Sewer and Watermain Work means the preparation, construction, finishing, and construction maintenance of sewer systems and watermain systems, and includes all work incidental thereto other than work on structures. Standby Time means any period of time that is not considered Working Time and which together with the Working Time does not exceed 10 hours in any one Working Day and during which time a unit of equipment cannot practically be used on other work but must remain on the site in order to continue with its assigned task and during which time the unit is in fully operable condition. Structure Work means the construction, reconstruction, repair, alteration, remodelling, renovation, or demolition of any bridge, building, tunnel, or retaining wall and includes the preparation for and the laying of the foundation of any bridge, building, tunnel, or retaining wall and the installation of equipment and appurtenances incidental thereto. The 127 Rate means the rate for a unit of Equipment as listed in OPSS 127, Schedule of Rental Rates for Construction Equipment, Including Model and Specification Reference, that is current at the time the work is carried out or for Equipment that is not so listed, the rate that has been calculated by the Owner, using the same principles as used in determining The 127 Rates. Work on a Time and Material Basis means Changes in the Work, Extra Work, and Additional Work approved by the Contract Administrator for payment on a Time and Material basis. The Work on a Time and Material Basis shall be subject to all the terms, conditions, Standard Specifications and provisions of the Contract. Working Time means each period of time during which a unit of Equipment is actively and of necessity engaged on a specific operation and the first 2 hours of each immediately following period during which the unit is not so engaged but during which the operation is otherwise proceeding and during which time the unit cannot practically be transferred to other work but must remain on the site in order to continue with its assigned tasks and during which time the unit is in a fully operable condition. GC 8.02.04.02 Daily Work Records .01 Daily Work Records, prepared as the case may be by either the Contractor's representative or the Contract Administrator reporting the labour and Equipment employed and the Material used on each Time and Material project, should be reconciled and signed each Day by both the Contractor's representative and the Contract Administrator. If it is not possible to reconcile the Daily Work Records, then the Contractor shall submit the un- reconciled Daily Work Records with its claim, whereby the resolution of the dispute about the Daily Work Records shall not be resolved until there is a resolution of the claim. Page 52 Rev. Date: 1112006 OPSS.MUNI 100 [1 ' GC 8.02.04.03 Payment for Work .01 Payment as herein provided shall be full compensation for all labour, Equipment, and Material to do the Work on a Time and Material Basis except where there is agreement to the contrary prior to the ' commencement of the Work on a Time and Material Basis. The payment adjustments on a Time and Material basis shall apply to each individual Change Order authorized by the Contract Administrator. GC 8.02.04.04 Payment for Labour .01 The Owner shall pay the Contractor for labour employed on each Time and Material project at 135% of the Cost of Labour up to $3,000, then at 120% of any portion of the Cost of Labour in excess of $3,000. .02 The Owner shall make payment in respect of Payroll Burden for Work on a Time and Material Basis ' at the Contractor's actual cost of Payroll Burden. .03 At the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so ' determined shall be applied to all Time and Material work on the Contract. GC 8.02.04.05 Payment for Material .01 The Owner shall pay the Contractor for Material used on each Time and Material project at 120% of the Cost of the Material up to $3,000, then at 115% of any portion of the Cost of Material in excess of $3,000. GC 8.02.04.06 Payment for Equipment GC 8.02.04.06.01 Working Time ' .01 The Owner shall pay the Contractor for the Working Time of all Equipment, other than Rented Equipment and Operated Rented Equipment, used on the Work on a Time and Material basis at The 127 Rates with a cost adjustment as follows: a) Cost $10,000 or less - no adjustment; b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90 ° /a of the ' portion in excess of $10,000; and c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000. ' .02 The Owner shall pay the Contractor for the Working Time of Rented Equipment used on the Work on a Time and Material Basis at 110°/% of the invoice price approved by the Contract Administrator up to a maximum of 110% of The 127 Rate. This constraint shall be waived when the Contract ' Administrator approves the invoice price prior to the use of the Rented Equipment. .03 The Owner shall pay the Contractor for the Working Time of Operated Rented Equipment used on the Work on a Time and Material Basis at 110% of the Operated Rented Equipment invoice price ' approved by the Contract Administrator prior to the use of the Equipment on the Work on a Time and Material Basis. GC 8.02.04.06.02 Standby Time .01 The Owner shall pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of the invoice price whichever is appropriate. The Owner shall pay reasonable costs for Rented Equipment where this is necessarily retained in the Working Area for extended periods agreed to by Page 53 Rev. Date: 1112006 OPSS.MUNI 100 the Contract Administrator. This shall include Rented Equipment intended for use on other work, but has been idled due to the circumstances giving rise to the Work on a Time and Material Basis. .02 In addition, the Owner shall include the Cost of Labour of operators or associated labourers who cannot be otherwise employed during the standby period or during the period of idleness caused by the circumstances giving rise to the Work on a Time and Material Basis. .03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to the Work on Time and Material Basis to be returned to the lessor until the work requiring the equipment can be resumed. The Owner shall pay such costs as a result from such return. 04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to or from the Working Area on a Time and Material basis, payment shall be made by the Owner only in respect of the transporting units. When Equipment is moved under its own power it shall be deemed to be working. The method of moving Equipment and the rates shall be subject to the approval of the Contract Administrator. GC 8.02.04.07 Payment for Hand Tools .01 Notwithstanding any other provision of this Section, no payment shall be made to the Contractor for or in respect of Hand Tools or equipment that are tools of the trade. GC 8.02.04.08 Payment for Work By Subcontractors .01 Where the Contractor arranges for Work on a Time and Material Basis, or a part of it, to be performed by Subcontractors on a Time and Material basis and has received approval prior to the commencement of such work, in accordance with the requirements of subsection GC 3.09, Subcontracting by the Contractor, the Owner shall pay the cost of Work on a Time and Material Basis by the Subcontractor calculated as if the Contractor had done the Work on a Time and Material Basis, plus a markup calculated on the following basis: a) 20% of the first $3,000; plus b) 15% of the amount from $3,000 to $10,000; plus c) 5% of the amount in excess of $10,000. .02 No further markup shall be applied regardless of the extent to which the work is assigned or sublet to others. If work is assigned or sublet to an associate, as defined by the Securities Act, no markup whatsoever shall be applied. GC 8.02.04.09 Submission of Invoices .01 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable labour and Equipment rates not already submitted to the Contract Administrator during the course of such work. .02 Separate summaries shall be completed by the Contractor according to the standard form "Summary for Payment of Accounts on a Time and Material Basis." Each summary shall include the Change Directive or Change Order number and covering dates of the work and shall itemize separately the labour, Materials, and Equipment. Invoices for Materials, Rented Equipment, and other charges incurred by the Contractor on the Work on a Time and Material Basis shall be included with each summary. Page 54 Rev. Date: 1112006 OPSS.MUNI 100 I 01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the Work, Extra Work, and claims arising therefrom. Such Records shall be of sufficient detail to support the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such original Records until 12 months after the Final Acceptance Certificate is issued or until all claims have been settled, whichever is longer. The Contractor shall require that Subcontractors employed by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra Work, and claims arising therefrom for a similar period of time. 02 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work, and Changes in the Work at any time during the period of the Contract. The Contractor shall supply certified copies of any part of its Records required, whenever requested by the Owner. Page 55 Rev. Date: 1112006 OPSS.MUNI 100 ' 03 Each month the Contract Administrator shall include with the monthly progress payment certificate, the costs of the Work on a Time and Material Basis incurred during the preceding month all in accordance with the contract administrative procedures and the Contractor's invoice of the Work on a Time and Material Basis. .04 The final "Summary for Payment of Accounts on a Time and Material Basis" shall be submitted by the Contractor within 60 Days after the completion of the Work on a Time and Material Basis. ' GC 8.02.04.10 Payment Other Than on a Time and Material Basis .01 Clause GC 8.02.04 does not preclude the option of the Contract Administrator and the Contractor negotiating a Lump Sum Item or unit price payment for Change in the Work, Extra Work, and ' Additional Work. GC 8.02.04.11 Payment Inclusions Except where there is .01 agreement in writing to the contrary, the compensation, as herein provided, shall be accepted by the Contractor as compensation in full for profit and all costs and expenses arising out of the work, including all cost of general supervision, administration, and management ' time spent on the work, and no other payment or allowance shall be made in respect of such work. GC 8.02.05 Final Acceptance Certificate ' .01 After the acceptance of the Work, the Contract Administrator shall issue the Final Acceptance Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance Certificate shall not be issued until all known deficiencies have been adjusted or corrected, as the case may be, and the Contractor has discharged all obligations under the Contract. e GC 8.02.06 Payment of Workers ' 01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in accordance with the labour conditions set out in the Contract and at intervals of not less than twice a month. .02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01. ' .03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is paid less than the amount required to be paid under the Contract, the Owner may set off monies in accordance with clause GC 8.02.03.11, Owner's Set -Off. GC 8.02.07 Records 01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the Work, Extra Work, and claims arising therefrom. Such Records shall be of sufficient detail to support the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such original Records until 12 months after the Final Acceptance Certificate is issued or until all claims have been settled, whichever is longer. The Contractor shall require that Subcontractors employed by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra Work, and claims arising therefrom for a similar period of time. 02 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work, and Changes in the Work at any time during the period of the Contract. The Contractor shall supply certified copies of any part of its Records required, whenever requested by the Owner. Page 55 Rev. Date: 1112006 OPSS.MUNI 100 GC 8.02.08 Taxes .01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for this Contract, and this change could not have been anticipated at the time of bidding, the Owner shall increase or decrease Contract payments to account for the exact amount of tax change involved. .02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance. .03 Where the Contractor benefits from a change in Canadian Federal or Provincial taxes, the Contractor shall submit to the Contract Administrator, on forms provided by the Contract Administrator, a statement of such benefits. This statement shall be submitted not later than 30 Days after Final Acceptance. 04 Changes in Canadian Federal or Provincial taxes that impact upon commodities, which when left in place form part of the finished Work, or the provision of services, where such services form part of the Work and where the manufacture or supply of such commodities or the provision of such services is carried out by the Contractor or a Subcontractor, are subject to a claim or benefit as detailed above. Services in the latter context means the supply and operation of equipment, the provision of labour, and the supply of commodities that do not form part of the Work. GC 8.02.09 Liquidated Damages .01 When liquidated damages are specified in the Contract and the Contractor fails to complete the ' Work in accordance with the Contract, the Contractor shall pay such amounts as are specified in the Contract Documents. Page 56 Rev. Date: 11 /2006 OPSS.MUNI 100 F 1 U 1 A -1 CONTRACT NO. 07105 THIS AGREEMENT MADE IN TRIPLICATE THIS DAY OF October , 2008 I 0 111XI Ar /NWI Municipality of Kincardine 1475 Concession 5, R. R. 5 Kincardine, ON N2Z 2X6 Omega Contractors Inc. 4104 Breck Avenue London, ON N61, 1135 WITNESSETH 2nd (hereinafter called "the Owner ") OF THE FIRST PART -and- (hereinafter called "the Contractor ") OF THE SECOND PART That the Owner and the Contractor, in consideration of the fulfilment of their respective promises and obligations herein set forth covenant and agree with each other as follows: ' ARTICLE 1 ' a) A description of the work is: Municipality of Kincardine, 2008 Street Reconstruction, Contract No. 07105 b) The Contractor shall, except as otherwise specifically provided, at his own expense, provide all and every kind of labour, machinery, plant, structures, roads, ways, materials, appliances, articles and things necessary for the due execution and completion of all the work set out in this contract and shall forthwith according to the instructions of the Engineer commence the works and diligently execute the respective portions thereof and deliver the works complete in every particular to the Owner within the time specified. ' ARTICLE 2 In case of any inconsistency or conflict between the provisions of this Agreement and the Plans, and Specifications or General Conditions, or Tender, or any other documents or writing, the provisions of such documents shall take precedence and govern in the following order; namely, [ _1 1 1 1 1 1 a) Agreement b) Addenda C) Special Provisions d) Contract Drawings e) Information to Bidders f) Standard Specifications g) Standard Drawings h) Form of Tender i) Supplemental General Conditions j) General Conditions k) Working Drawings A -2 1 ARTICLE 3 1 1 The Contractor shall not without the consent in writing of the Owner (or the Engineer) and without restricting in any way the provisions of the General Conditions attached hereto make any assignment of any part or the whole of any monies due or to become due under the provisions of this contract. 1 ARTICLE 4 The Owner covenants with the Contractor that the Contractor having in all respects complied 1 with the provisions of this contract, will be paid for and in respect of the works the sum of 1 One Million, Nine Hundred and Eleven Thousand, Seven Hundred and Sixty One Dollars and Thirty Six Cents ($1,911,761.36) subject to such additions and deductions as may properly be made under the terms hereof, subject ' to the provision that the Owner may make payments on account monthly or otherwise as may be provided in the attached hereto. 1 ARTICLE 5 1 Where any notice, direction or other communication is required to be or may be given or made by one of the parties hereto to the other or to the Engineer, it shall be deemed sufficiently given or made if mailed or delivered in writing to such party or to the Engineer at the following address: B. M. ROSS AND ASSOCIATES LIMITED ' Consulting Engineers 62 North Street Goderich, Ontario. N7A 2T4 1 ' A -3 Where any such notice, direction or other communication is given or made to the Engineer, a copy thereof shall likewise be delivered to any agent of the Engineer appointed in accordance with the General Conditions of this Contract and where any such notice, direction or other communications is given or made to such Agent, a copy thereof shall likewise be delivered to the Engineer. ARTICLE 6 A copy of each of the General Conditions, Supplemental General Conditions, Special Provisions, Addenda, Tender, Information to Bidders, and Supplemental Specifications is hereto annexed and together with the Plans relating therto and listed in the Specifications are made part of this Contract as fully to all intents and purposes as though recited in full herein. ARTICLE 7 No implied contract of any kind whatsoever by or on behalf of the Owner shall arise or be implied from anything in this contract contained, nor from any position or situation of the parties at any time, it being clearly understood that the express covenants and agreements herein contained made by the Owner shall be the only covenants and agreements upon which any rights against the Owner may be founded. ARTICLE 8 Time shall be deemed the essence of this Contract. ARTICLE 9 The Contractor declares that in tendering for the works and in entering into this Contract, he has either investigated for himself the character of the work and all local conditions that might affect his tender of his acceptance of the work, or that not having so investigated, he is willing to assume and does hereby assume all risk of conditions arising or developing in the course of the work which might or could make the work or any items hereof, more expensive in character, or more onerous to fulfill than was contemplated or known when the tender was made or the Contract signed. The Contractor also declares that he did not and does not rely upon information furnished by any methods whatsoever by the Owner or its officers or employees, being aware that any information from such sources was and is approximate and speculative only, and was not in any manner warranted or guaranteed by the Owner. I 1 I k M ARTICLE 10 This contract shall apply to and be binding on the parties hereto and their successors, administrators, executors and assigns and each of them. IN WITNESS WHEREOF the parties hereto have hereunto set their hands and seals the day and year first above written or caused their corporate seals to be affixed, attested by the signature of their proper officer, as the case may be. FOR THE OWNER: I 1 1 1 1 Ll 1 1 cpa� l / t 4-1 c� — Oc t 0 ignature d e i le Date I /We have the authority to bind the corporation. Signature ame Title Date I /We have the authority to bind the corporation. FOR THE CONTRACTOR: C.J� t/ GFk'�SS t✓�.�07�' V i CE - (IZES'.1.0 E � OG�3E2 7 /Z OQB Signature Name Title Date 1/We have the authority to bind the corporation. Si n ure Narhe Title Date I /We have the authority to bind the corporation. FAwp \Contracts \Forms\A -I -4.doc I Page 1 MUNICIPALITY OF KINCARDINE NOTICE TO ALL CONTRACTORS ' CORPORATE STATEMENT OCCUPATIONAL HEALTH AND SAFETY The Corporation of the Municipality of Kincardine is committed to ensuring that a high standard of health and safety is provided and maintained for all employees' visitors, guests, contractors, agents and others on our premises. ' Accordingly, a corporate health and safety policy and procedure manual has been adopted and implemented and shall be adhered to. 1 ALL CONTRACTORS SHALL: 1. Demonstrate establishment and maintenance of health and safety program with objectives and standards consistent with applicable legislation and with the Municipality of Kincardine's health and safety policies and requirements. 2. Submit a copy of past accident records and Worker's Compensation Board Number. ' 3. Include health and safety provisions in their management systems to reach and maintain consistently a high level of health and safety. ' 4. Ensure that workers in their employ are aware of hazardous substances that may be in use at their place of work and wear appropriate personal protective equipment as may be required. ' 5. Upon request at any time from award to completion of contract, submit proof of fulfilment of above responsibilities. ' 6. Must comply with Workplace Safety Insurance Board (WSIB) premiums. 7. The Contractor shall sign -off on the corporate occupational health & safety form stating his agreement to comply. Your co- operation and assistance in this matter is appreciated and vital to the Health and Safety of all. 1 F: \wp \ContractslForms \KINCARDINE Health and Safety Fonn.doc Page 2 MUNICIPALITY OF KINCARDINE OCCUPATIONAL HEALTH AND SAFETY COMPLIANCE FORM I have read the "Municipality of Kincardine, Notice to All Contractors, Corporate Statement of Occupational Health and Safety" and agree to comply with it. QMGGA C0St2AC G?S Siac. c) c_-(- & - 7 /Z0 aFi Contr s Ime Date F: \wp \Contracts\Forms \KINCARDINE Health and Safety Form.doe I CONTRACT RELEASE 1 IN THE MATTER of a Contract dated 20 , known as Contract for the construction of ' in the , Ontario KNOW ALL MEN BY THESE PRESENTS that UWe (name of Contractor, in full) for and in consideration of other good and valuable consideration paid by the Owner, have remised, released and forever discharged, and by these presents do for myself/ourselves, my /our heirs, executors, administrators and assigns or successors and assigns, as the case may be, remise, release and forever discharge the Owner, its successors and assigns, of and from all manner of action and actions, cause and causes of action, suits, debts, dues sums of money, claims and demands whatsoever at low or in equity which UWe ever had or now have, or which UWe or my /our heirs, executors, administrators or assigns or successors and assigns, as the case may be, ' hereafter can, shall or may have by reason of the above - mentioned Contract, save and except any claim which UWe have arising out of; ' 1) the retention by the Owner of the maintenance holdback of the Contract price; 2) any sum retained by the Owner against the cost of uncompleted work; 3) (if none, state "none ") 1 IN WITNESS WHEREOF the parties hereto have hereunto set their hands and seals. SIGNED, SEALED AND DELIVERED ) } Witness or Company Seal 1 F: \wp\Contracts\Fmms \Contract Release.doc I I I STATUTORY DECLARATION RE PAYMENT OF ACCOUNTS DOMINION OF CANADA (IN THE MATTER of a contract, known as Contract (entered into between the Owner TO WIT: I I I [1 I I I 11 I , Province of of do solemnly declare: Ontario. in the 1. That I am X of the (President, Secretary, Treasurer, a Partner, etc.) Contractor named in the Contract above - mentioned and as such have personal knowledge of the facts hereunder declared. 2. That the said Contractor has complied with the terms of the Construction Lien Act, 1983, and amendments thereto, with the requirements of statutes and regulations of the Province of Ontario relating to the payment of fair wages and with the requirements of the said Contract relating to the payment of wages. 3. That with the exception of accounts listed below, all liabilities (including payment due to all staff, sub - contractors, suppliers, Workers' Compensation Board, insurance companies) incurred by the said Contractor arising out of our work performed, have been discharged. Name & Address of Creditor Service Rendered Amount Outstandin Total (If there are no accounts, enter "NONE" above) AND I MAKE THIS SOLEMN DECLARATION conscientiously believing it to be true and knowing that it is of the same force and effect as if made under oath and by virtue of "The Canada Evidence Act ". DECLARED before me at the ) of ) ' in the County of ) this day of ) A.D. 20 ) 1 A Commissioner, etc. or Notary Public F:\wp\Contracts\Forms\Accounts.doe AND the Contractor (dated 20_ (for the construction of (in I 11 it STATUTORY DECLARATION RE LIENS & LIABILITIES DOMINION OF CANADA (IN THE MATTER of a contract, known as Contract (entered into between AND (dated (for the construction of (in 1 TO WIT: I, ' Province of 1. That I am L I I I 1 1 I 1 of do solemnly declare: Ontario. in the (President, Secretary, Treasurer, a Partner, etc.) Contractor named in the Contract above - mentioned and as such have personal knowledge of the facts hereunder declared. of the 2. That all persons who have performed any work or service upon or in respect of, or placed or furnished any materials or things to be used in connection with the above contract, have been fully paid or their claims have been settled in respect of such work, service, materials or things and there are no liens, garnishees, attachments or claims relating thereto. 3. That all subcontractors who were engaged in or in any manner associated with the performance of any part of the above contract have been fully paid or their claims have been settled in respect thereof except to the extent that monies (not exceeding in any instance 14% of the value of the work performed by the subcontractor) have been held back by written agreement with any such subcontractors. 4. That all subcontractors who were engaged in or in any manner associated with the performance of any part of the above contract have discharged all liabilities which they incurred in respect thereof. 5. That all claims for damage to property or injury to persons of which the above -named Contractor has received notice have been fully paid or settled. 6. That the above -named Contractor has not had any notice of any grounds for a claim (other than those covered by para. 5 above) connected with this contract by a third party and for which a claim might be made and I believe that no such claim will be made. AND I MAKE THIS SOLEMN DECLARATION conscientiously believing it to be true and knowing that it is of the same force and effect as if made under oath and by virtue of "The Canada Evidence Act ". DECLARED before me at the of in the County of this day of A.D. 20 A Commissioner, etc. or Notary Public the owner the Contractor 20_ F: \wp\Contracts\Fa s \Uens.dm Area under construction End run t ' (�� End \\% t'L Y run Barrier main run If VIP w %Vb Area under protection ry PERSPECTIVE VIEW Area under construction Direction of flow z S Silt fence barrier Area under protection m e o� Stakes 2m SECTION Direction of flow c � o A ecd�c — Main run PLAN Control measure support Direction of flow c Geotextile E 300mm min E of geotextile� E in trench 0 to Trench to be backfilled and compacted —� o 0 r Vi - -200 — SECTION A -A Stake NOTE: A All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Earth surface Nov 2006 IRev HEAVY -DUTY SILT FENCE BARRIER — Varies BOULEVARD 2 to _8% Slope 2 to 4% 5—I— 5 '..}. Y N O c v a N o DUMMY JOINT 1.5m Note 2 Concrete sidewalk Slope as specified 2to10 % R5 L 125mm RS Subgrade or granular Note 1 base as specified TYPICAL SECTION Curb and 5-1 II N Y a m I v o s y, V U e II CONTRACTION JOINT R5mm Typ 5 m O a v s a U to A L --i — 12mm expansion joint material EXPANSION JOINT BOULEVARD 1.5m Typ R0.5m Typ Expansion joints Sidewalk bay Dummy joints Typ Contraction joints, Typ JOINT LAYOUT Expansion joint material � Note 1 NOTES: 1 Sidewalk thickness at residential driveways A This OPSD to be read in conjunction and adjacent to curb shall be 150mm. with OPSD- 310.030. At commercial and industrial driveways, B All dimensions are in millimetres the thickness shall be 200mm. unless otherwise shown. 2 Sidewalk width shall be increased to 2.4m at schools, bus stops, and other high pedestrian areas. ONTARIO PROVINCIAL STANDARD DRAWING CONCRETE SIDEWALK Nov 2005 IRev S u OPSD - 310.010 Expansion joint I Concrete sidewalk R5 L Subgrode or granular base as specified TYPICAL SECTION material Note 150mm 1 Finished road Slope 2to 4% Note 1 surface _ _> a e 0 v. .. .o R5 b Curb and gutter as specified r5 DUMMY JOINT 5-11— Y N 0 c v C U y H O 0.25 T m o c ; u v o h CONTRACTION JOINT E l i 5 r N L —I --- 12mm expansion joint material EXPANSION JOINT 0 v N O Sidewalk bay Dummy joints Typ Contraction joint JOINT LAYOUT NOTES: 1 At commercial and industrial driveways, A This OPSD to be read in conjunction the thickness shall be 200mm. with OPSD- 310.030. 2 Sidewalk width shall be increased to: B All dimensions are in millimetres — 1.8m on major roadways unless otherwise shown. — 2.4m at schools, bus stops, and other high pedestrian areas. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2005 1 Rev 1 1 sr CONCRETE SIDEWALK J ADJACENT TO CURB AND GUTTER ---- - 310.020 1.5m - Note 2 Expansion Curb and gutter joint material ".'. '.". '....... F-- Typ Contraction joint Expansion joints Stop or yield Stop or yield street street Expansion joints 2.5m Typ I-- ramp Ramp slopes 8% max 1,5m — -- 1 Typ 1.5m Typ Expansion joint Curb and gutter material, Typ Curb and gutter Through street Through street UNSIGNALIZED INTERSECTIONS Back of sidewalk Expansion joint 7 Directional lines Typ / TyP sswalk j �^ �- 1.0 Curb and 1.0 1.5 'l l gutter ----' ^ Gutter line RAMP ELEVATION Full c height Directional lines 0.3m apart and 1.5m long — min Typ Curb and gutter Finished road surface —1 Expansion joint material Slope B% max a, . __ . ... y :.v .. .' o P i .. � • 1 SOmm min e .. Curb and gutter Sidewalk ramp as specified TYPICAL RAMP SECTION NOTES: A Directional lines shall be 10x10mm made B All dimensions are in millimetres or with grooving tool having a 15mm radius. metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 1 Rev CONCRETE SIDEWALK RAMPS ----- - - -_ -- Date AT INTERSECTIONS OPSD - 3 SIGNALIZED INTERSECTIONS 2.5m Back of sidewalk 820 A 44 i N M 5t N M I!I m B I 102 102 F— Hoisting hook rib, Typ, OPSD 400.001 17 See Slot Detail �I fl I —1 II 105 F 29 T M N 11 —e and spocing, Typ 2req'd 3 51 51I— Wr - � -] F O ro M 491 — t000aaasC 11111 1 o I 20 —I F—� � N 19mm dia hinge pin A 20mm, Typ —152 —I GRATE PLAN FRAME PLAN SECTION A —A s12- -{ 657 n --1 I 33mm, Typ 51 — 623 —17 rn I � 610 SECTION B —B 48 R14.5 SLOT DET '1 T ' I 49 15mm,Typ 40 9 SECTION C —C NOTES: —� 105 �— A This OPSD to be read in conjunction with OPSD 610.010 and 610.020. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2007 1 Rev 11 sT CAST IRON, SQUARE FRAME WITH _ _ _ _ _ _ _ _ _ _ SQUARE OVERFLOW TYPE FLAT GRATE FOR _ _ _ _ _ _ _ _ _ _ CATCH BASINS, PERFORATED OPENINGS OPSD 400.110 M M M M w s M M M M M M M M M w M M 800 R70mm min 150mm max Typ I!I 111111 ICI I�1 ICI ICI ICI ■fi[i ■ICI GI ICI -1 LI I I!I 111 I!I I 1 (31 11 [I■• ■I N'!■•■• ■GI I] I9I [I I.I [I I_MJ ICI I.I 1�1 ICI I�, In 11 ■I•■I•■I•■IN■I•■•■•■G_I 131 cut cu l I!I I 11 131 GI ICI I ICI 131 GI ICI 1 131 f_1 ICI ICI 131 In 131 iJi C , � — __ — � O ICI � ;al= , � •filet � II ICI ICI ICI ICI ICI liil ICI GI ICI GI IAl I:I I:I ■I ■I ■I ■lul ■[I ■131 ■131 [I 11 ICI Io1 it lil el ICI ICI ICI ICI I�' 11 I•I■I•t■I•I ■131 ■hI ■[I ■131 ■131 ■131 I.I • ■ ■ ■ ■ ■ INI IuI ICI [I G11 ICI ICI ICI ICI [I I ■I ■171 ■liil ■131 ■131 ■I� I I ISI I� Sul 131 Itl I ■� _ _ I 131 131 U11 I!I ICI I � �J"'�� ICI ICI 1111 ICI ICI 131 1�1 co cll ICI " � II �I , c�IF,II. I,aJiaO - •• /•, 11 11 • 1 • •' • Mon Ilk ONTARIO PROVINCIAL - STANDARD DRAWING -9JIMIS I= 1 , '\ CAST IRON CIRCULAR CLOSED OR OPEN COVER F OR MAINTENANCE HOLES . OP 4010-010 �r r� r r r� >Ill■� �r rr r r ur r r r rr r rr a■1 �I■� OPEN POSITION SIDE VIEW SECTION A —A NOTES: DETAIL A DETAIL B 1 All hinge brackets and mounting brackets are welded all around to sup art angle. A Aluminum components contacting concrete shall be painted with one coat of asphalt or tar base black paint, having a minimum softening point of 71'C. All joints and crevices shall be thoroughly coated. B Maintenance hole depth between 5.Om and 10.0m, grate to be placed at mid — point. Maintenance hole depth between 10.Om and 15.0m, grates to be placed at third — points. C All fasteners to be 304 stainless steel. D All welding shall be according to CSA Standard W51 . See Detail A Not 1 v A - —b No of Grates o 4z.4 c 1.20mmI -- 412 �{ e See TYp7 I I 1200 Detail B 900 Note 1 75 ro Ra.6mm TYp 850 225 352 65 1500 2 1128 1078 1078 311 419 65 105' �[ 10mm,TYp 3 1344 1293 1293 308 Ii I I 1 1774 1 1724 I 20.36 65 11. _ A ' GRATING RUNG I' I DETAIL II I -; 13mm dia z 95mm long wedge anchor, stainless steel / TYp ..� Hinge bracket d e I f Mounting bracket Typ DETAIL OF GRATING AND BOLT —ON SUPPORT PLAN —i 1 rL 1 -76-I SECTION B -B MH Diameter No of Grates o b c d e f 1200 2 900 850 850 225 352 65 1500 2 1128 1078 1078 311 419 65 1800 3 1344 1293 1293 308 360 65 2400 4 1774 1724 1724 401 360 65 E All aluminum shall be 6351 —T6. ONTARIO PROVINCIAL STANDARD DRAWING F Design to CSA Standard 5157. G All dimensions are millimetres unless otherwise shown. ALUMINUM SAFETY PLATFORM FOR CIRCULAR MAINTENANCE HO Nov 2002 IRev — w OPSD - 404.020 For flexible 500 — 50 pavement For rigid pavement 500 50 Typ 25x75mm keyway Additional width where centred in concrete sidewalk is adjacent base — Note 3 and 5 to curb — Typ TANGENT SUPERELEVATED LEGEND: S — Rate of pavement superelevation in percent, %. NOTES: 1 Flexible and composite pavement shall be placed 5mm above the adjacent edge of gutter. 2 Where sidewalk is continuously adjacent, reduce the dropped curb at entrances to 75mm. 3 For slipforming procedure, a 5% batter is acceptable. 4 For composite pavement the depth of concrete curb to be adjusted to depth of concrete pavement. 5 When tie bars are specified, refer to OPSD 552.010 and 552.020 for details. A Treatment at entrances shall be according to OPSD 351.010. B Outlet treatment shall be according to the OPSD 610 Series, C The transition from one curb type to another shall be a minimum length of 3.0m, except conjunction with guide rail where it shall be according ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 Rev 1 7 ST41 to the OPSD 900 Series. D All dimensions are in millimetres CONCRETE BARRIER CURB unless otherwise Shawn. WITH STANDARD GUTTER — - - - - - - - - - OPSD 600.040 a a U U o Dropped curb at ° N entrances Typ 1 00m Thickness 25— 300 50 150 � Note 2 T yp 25 300 501 -1501 of sidewalk Typ P2 0 ? °tee Zo o . o v.. . ..i N o v Note 3 Z J Note 3� :�i Nz ° — S i — For flexible 500 — 50 pavement For rigid pavement 500 50 Typ 25x75mm keyway Additional width where centred in concrete sidewalk is adjacent base — Note 3 and 5 to curb — Typ TANGENT SUPERELEVATED LEGEND: S — Rate of pavement superelevation in percent, %. NOTES: 1 Flexible and composite pavement shall be placed 5mm above the adjacent edge of gutter. 2 Where sidewalk is continuously adjacent, reduce the dropped curb at entrances to 75mm. 3 For slipforming procedure, a 5% batter is acceptable. 4 For composite pavement the depth of concrete curb to be adjusted to depth of concrete pavement. 5 When tie bars are specified, refer to OPSD 552.010 and 552.020 for details. A Treatment at entrances shall be according to OPSD 351.010. B Outlet treatment shall be according to the OPSD 610 Series, C The transition from one curb type to another shall be a minimum length of 3.0m, except conjunction with guide rail where it shall be according ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 Rev 1 7 ST41 to the OPSD 900 Series. D All dimensions are in millimetres CONCRETE BARRIER CURB unless otherwise Shawn. WITH STANDARD GUTTER — - - - - - - - - - OPSD 600.040 e Tapered tap See alternative C Riser sections as required Monolithic base with inlet and outlet openings to suit See alternatives A and B Bench or sump as specified 300mm, Typ --i Granular bedding —E A 01200 300mm max Typ NOTES: 1 The sump is measured from the lowest invert. A Granular backfill shall be placed to a minimum thickness of 300mm all around the maintenance hole. B Precast concrete components according to OPSD - 701.030, 701.031, or 701.032. C Structure exceeding 5.Om in depth to include safety platform according to OPSD- 404.020. D Pipe support according to OPSD- 708.020. E For benching and pipe opening details, see OPSD- 701.021. F For adjustment unit and frame installation see OPSD- 704.010. G All dimensions are nominal. H All dimensions are in millimetres unless otherwise shown. PRECAST CONCRETE MAINTENANCE HOLE 1200mm DIAMETER 1 -1 + 300mm Note 1 a Granular) bedding SUMP DETAIL Bench or sump as specified r e. Granularl bedding A PRECAST SLAB BASE Riser 01200 section 150 - - -- 150 300 275 Bench or U ; + sump as <.: , • e specified d Steel reinforcementGranulor as specified bedding B CAST —IN —PLACE BASE Flat cap Riser section C PRECAST FLAT CAP Nov 2004 IRevI3I — — — — — — — -- — — — — — — —�— OPSD - 701.010 ALTERNATIVES Bottom riser section with inlet and outlet openings to suit f, d IS 01200 01200 — + d ` a ° IS 01200 ALTERNATIVES L Tapered top Ir See alternative D and E Riser sections as required 01200 Transition slab See alternative C 01500 e a r300mm max E Riser sections . TYp .o as required E .:. o Bench or sump .o..;.:r .e as specified -I- (o Note 1 a'..,'d -_.:: Precast slab base. See alternative A and B Granular 30000 bedding Typ NOTES: 1 For sump detail see OPSD- 701.010. A Granular backfill shall be placed to a minimum thickness of 300mm all around the maintenance hole. B Precast concrete components according to OPSD- 701.030, 701.031, 701.040, 701.041, 703.011, 703.021, and 706.010. C Structures exceeding 5.Om in depth to include safety platform according to OPSD- 404.020 or 404.021. D Pipe support according to OPSD- 708.020. E For benching and pipe opening details, see OPSD- 701.021. F For adjustment unit and frame installation see OPSD- 704.010. G All dimensions are nominal. H All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD D PRECAST CONCRETE MAINTENANCE HOLE 1500mm DIAMETER J* OPSD - 701.011 Riser section a Monolithic base a 01500 n Bench or sump a.e as specified a Note 1 �., °` + Granular a' A bedding A PRECAST MONOLITHIC BASE Riser section 750 1 07500 1a 300 a Bench or sump :; + }. a ;,:.:. as specified ..- Note 1 300 ......d...a:,_` - .;a..: Granular Steel reinforcement bedding as specified 8 CAST —IN —PLACE BASE Riser section Riser section C TAPERED TRANSITION SLAB .q Flat cop e Riser — 01200 section v D 1200mm PRECAST FLAT CAP Flat cap Riser section �4 e 01500 a w E 150Ir PRECAST FLAT CAP G Nov 2004 1 Rev I 3 ALTERNATIVES Tapered top See alternative C and D Riser sections as required Transition slab See alternative B Riser sections as required Bench or sump as specified Note 1 Precast slab --I.' base C See alternative A Riser section 4 1 1-150 ° 01800 �r 300 a e' L150 v Bench or sump I ° . °• as specified + E, 33C n Note 1 .: ,. .d 300 I.° .. °.. ... r. X -• 01200 s..- Granular bedding NOTES: 1 For sump detail see OPSD- 701.010. A Granular backfill shall be placed to a minimum thickness of 300mm all around the maintenance hole. B Precast concrete components according to OPSD- 701.030, 701.031, 701.050, 701.051, 703.012, 703.022, and 706.020. C Structures exceeding 5.Om in depth to include safety platform according to OPSD- 404.020 or 404.022. D Pipe support according to OPSD- 708.020. E For benching and pipe opening details, see OPSD- 701.021. F For adjustment unit and frame installation see OPSD- 704.010. G All dimensions are nominal. H All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING PRECAST CONCRETE MAINTENANCE HOLE 1800mm DIAMETER Granular Steel reinforcement bedding as specified A CAST —IN —PLACE BASE Riser section Riser section B TAPERED TRANSITION SLAB Flat cap Riser 01200 section a C 1200mm PRECAST FLAT CAP Flat cap Riser section A °.• 01800°. D 1800mm PRECAST FLAT CAP Nov 2004 1 Rev 13 1 zCO`�' OPSD - 71 1-01200-1 01800 -300mm max c Typ a E v E E ... o a . v an Granular bedding NOTES: 1 For sump detail see OPSD- 701.010. A Granular backfill shall be placed to a minimum thickness of 300mm all around the maintenance hole. B Precast concrete components according to OPSD- 701.030, 701.031, 701.050, 701.051, 703.012, 703.022, and 706.020. C Structures exceeding 5.Om in depth to include safety platform according to OPSD- 404.020 or 404.022. D Pipe support according to OPSD- 708.020. E For benching and pipe opening details, see OPSD- 701.021. F For adjustment unit and frame installation see OPSD- 704.010. G All dimensions are nominal. H All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING PRECAST CONCRETE MAINTENANCE HOLE 1800mm DIAMETER Granular Steel reinforcement bedding as specified A CAST —IN —PLACE BASE Riser section Riser section B TAPERED TRANSITION SLAB Flat cap Riser 01200 section a C 1200mm PRECAST FLAT CAP Flat cap Riser section A °.• 01800°. D 1800mm PRECAST FLAT CAP Nov 2004 1 Rev 13 1 zCO`�' OPSD - 71 1-01200-1 D max ° e D/2 min 6.1 Section 50mm min MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS Maintenance Hole Diameter No. 1 -4 No. 5 & 6 No. 8 No.7 Inlet Hole Outlet Hole 1200 700 860 780 700 860 1500 860 1220 960 860 1170 1800 1220 1485 1220 1220 1485 2400 1485 2020 1760 1485 2020 3000 1930 2450 2300 1930 2450 3600 2195 3085 2730 2195 3085 NOTES: A Concrete for benching to be 30MPa. B Benching to be given wood float finish, channel to be given steel trowel finish. C Benching slope and height to be as specified. D All dimensions are nominal. E All dimensions are in milimetres unless otherwise shown. Nov 2004 IRev MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS � -R� \e OPSD - 701.021 7. Wye connection 2. Tee connection 6. Dead end 8. 45' bend I At 4 B PLAN 830 115 — I— 600-1 1 FF — 115 v II 7 Cm 250— 0 d O E 0 F T L r Note 2 WWF 185mm 2 /m each wav—. NOTES: 1 Outlet hole size 525mm diameter maximum, location as required. 2 200mm diameter knockout to accommodate subdrain. Knockout to be 60mm deep. A Centre reinforcing in base slab and walls f20mm. B Granular backfill to be placed to a minimum thickness of 300mm all around the catch basin. 150mm overlap, Typ M /m way a N � 2 O Q U � N O a `o a — o L N E E 0 0 ,2 d X N a t E m E = M � a `o C VI O c `w a v ALTERNATE STANDARD HEIGHTS ALTERNATIVE DIMENSION A 1980 B 1830 C 1520 Grate reference elevation 115 - 830 600 --{ 115 Typ Note 2 0 d O E N_ L Granular bedding SECTION B -B C Frame, grate, and adjustment units shall be installed according to OPSD- 704.010. D Pipe support according to OPSD- 708.020. E All dimensions are nominal. F Al dimensions are in millimetres unless otherwise shown. Nov 2004 IRev 300mm all sides Typ PRECAST CONCRETE CATCH BASIN ---------- "I� 600x6OOmm 1 OPSD - 705.010 a v Outlet hole Note 1 r o Granular bedding SECTION B -B C Frame, grate, and adjustment units shall be installed according to OPSD- 704.010. D Pipe support according to OPSD- 708.020. E All dimensions are nominal. F Al dimensions are in millimetres unless otherwise shown. Nov 2004 IRev 300mm all sides Typ PRECAST CONCRETE CATCH BASIN ---------- "I� 600x6OOmm 1 OPSD - 705.010 WWF B 185mm /m vertical 300mm /m horizontal s 1 I I— "1'- 1 21 —I1® 3 -10M stirrups ® 200mm Fill 150mm overlap TYp Beam PLAN B Grate reference elevation IM i 0 300mn all sidc Typ i 1680 600 600 115 . e I t e � B iv v C v e ' i• e N I��Note 2 to ` o - -- E E c �— o > a ° E E E a n a in E E Eo" n or E E E ° c "o°: e o a to v V Knockout + Typ Note 2 E a Outlet hole E - Note 1 ,°n or WWF 185mm 2 /m, each way a s _ 2 -10M - 2 -15M 115— 1- 600 BEAM DETAIL Beam — See Detail 830 Lwi 1 SECTION B -B NOTES: 1 Outlet hole size 525mm diameter maximum, location as required. 2 200mm diameter knockout to accommodate subdrain. Knockout to be 60mm deep. A Centre reinforcing in base slab and walls f20mm. B Granular backfill to be placed to a minimum thickness of 300mm all around the catch basin. C Frame, grate, and adjustment units shall be installed according to OPSD- 704.010. D Pipe support according to OPSD- 708.020. E All dimensions are nominal. F All dimensions are in millimetres unless otherwise shown. ALTERNATE STANDARD HEIGHTS ALTERNATIVE DIMENSION . e I t e � B 1830 C 1520 I��Note 2 to - -- 250 �— o v c E a � a in E° Eo" n or E E E ° c "o°: e o a to s. V SECTION B -B NOTES: 1 Outlet hole size 525mm diameter maximum, location as required. 2 200mm diameter knockout to accommodate subdrain. Knockout to be 60mm deep. A Centre reinforcing in base slab and walls f20mm. B Granular backfill to be placed to a minimum thickness of 300mm all around the catch basin. C Frame, grate, and adjustment units shall be installed according to OPSD- 704.010. D Pipe support according to OPSD- 708.020. E All dimensions are nominal. F All dimensions are in millimetres unless otherwise shown. ALTERNATE STANDARD HEIGHTS ALTERNATIVE DIMENSION A 1980 B 1830 C 1520 Nov 2004 IRev PRECAST CONCRETE TWIN INLET CATCH BASIN 600 x 1450mm ---- ------ �t -rte OPSD - 705.020 I Al — - - - — Granular SECTION A -A bedding A 1 774 M a 0 i 0 E E 1150 EIIIIIIIIIIIIIIIII Opening Dimensions Grate o b Type Slope A Outlet hole 670 � Note 1 � 3H:1V — 600 71 4H•1V ' --L — r — - -J T Opening Dimensions Grate o b Type Slope A 2H:1V 670 52 3H:1V 632 71 4H•1V 618 78 6H:1V 608 83 8H:1 V 605 85 1OH:1V 603 86 HOR 1 600 87 150 —300mm all sides Typ 1 I ' - - -- - -- -- — — — I — G ranul ar eddin r bedding A FRONT VIEW 150 a a 0 E O 6 ... WWF 185mm z/m each way Grate reference SECTION A -A , An E l l O N m N 150mm overlap, Typ NOTES: 1 Outlet hole size 525mm maximum diameter, location as required. A Where inlet is placed across ditch and is accessible to vehicular traffic, grating slope is to be 6H:1V or flatter. B Center reinforcing in wall and slab t25mm. C Granular backfill to be placed to a minimum thickness of 300mm all around the ditch inlet. 0 Grating according to OPSD- 403.010. E Pipe support according to OPSD- 708.020. F All dimensions are nominal. G All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2004 IRev WWF 185mm 2 /m each way PRECAST CONCRETE DITCH INLET - _ _ _ _ _ _ _ _ _ 600 x 600mm OPSD - 705.030 SECTION B -B MI SECTION A -A , An E l l O N m N 150mm overlap, Typ NOTES: 1 Outlet hole size 525mm maximum diameter, location as required. A Where inlet is placed across ditch and is accessible to vehicular traffic, grating slope is to be 6H:1V or flatter. B Center reinforcing in wall and slab t25mm. C Granular backfill to be placed to a minimum thickness of 300mm all around the ditch inlet. 0 Grating according to OPSD- 403.010. E Pipe support according to OPSD- 708.020. F All dimensions are nominal. G All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2004 IRev WWF 185mm 2 /m each way PRECAST CONCRETE DITCH INLET - _ _ _ _ _ _ _ _ _ 600 x 600mm OPSD - 705.030 SECTION B -B r I�■■ ■■� r■ r� �■ r r ■� r r r ■■� r �r r �■ r r PIPE IN SUPPORTED EXCAVATION Support system Typ — F T 150mm min, Typ PIPE IN UNSUPPORTED EXCAVATION Note 3, Typ � Subgrade 0.50 PIPE IN SUPPORTED EXCAVATION � Backfill material �i- For pipe culvert frost tre tmen 10 Note 2 E Ex 0 o oE TYPE 1 OR 2 SOIL 300mm min TYPE 3 SOIL nsn 0.5 O 0.50 Bedding grade Note 1 PIPE IN SUPPORTED EXCAVATION Clearance See table, Typ PIPE IN UNSUPPORTED EXCAVATION — 0 -50 Subgrade LEGEND: O — Inside diameter NOTES: o D1 3 1 The pipe bed shall be compacted and shaped to receive the bottom Backfill material or F I t fr os t of the pipe. 2 Pipe culvert frost treatment according to OPSD- 803.030 and 803.031. 3 Condition of trench is symmetrical about centreline of pipe. A Granular material placed in the haunch area shall be compacted prior to placing and compacting the remainder of the embedment 0.51 material. Note B Soil types as defined in the Occupational Health and Safet Act an d Regulations for Construction Projects. C All dimensions are in metres ONTARIO PROVINCIAL STANDARD DRA unless otherwise shown. FLEXIBLE PIPE EMBEDMENT AND BACKFILL EARTH EXCAVATION pipe cu ve ros treatment, Note 2 CLEARANCE TABLE Pipe Inside Diameter Clearance mm mm 900 or less 300 Over 900 500 Nov 2005 IRev -------- - -�� OPSD - 802.010 — Bedding grade 0.5 ,9 TYPE 4 SOIL PIPE IN — CLEARANCE TABLE — PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED — PIPE IN SUPPORTED mm EXCAVATION 300 EXCAVATION SUPPORTED EXCAVATION ,* EXCAVATION Support Q1 Q1 Q 1 t Subgrade 1� 1� system, Typ 1 1 3 3 1 Note 3, Typ - -� a ter= .�- _ - // `` \;- •''�- ��\\ _ .'i �� :• :J Overburden Rock Typ 0 '� - �/ Backfill material _ - �`: :_ _ For pipe culvert frost treatment _ 'I 300mm min, Typ Note 2 Clearance E I E II See table ° o E I :.� Note 4, Typ E a 1I1I YP min f...� V Typ a Bedding grade ORIGINAL ROCK < 1200mm ABOVE TRENCH BOTTOM NOTES: 1 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. 2 Pipe culvert frost treatment according to OPSD- 803.030 and 803.031. 3 Condition of trench is symmetrical about centreline of pipe. 4 Embedment material to be wrapped in non —woven geotextile when specified. A Granular material placed in the haunch area shall be compacted prior to placing and compacting the remainder of the embedment material. B Soil types as defined in the Occupational Health and Safety Act and Regulations for Construction Projects. C Fractured rock to be treated as Type 1 soil. D All dimensions are in metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING FLEXIBLE PIPE EMBEDMENT AND BACKFILL ROCK EXCAVATION ORIGINAL ROCK > 1200mm ABOVE TRENCH BOTTOM LEGEND: D — Inside diameter * — Type 1 or 2 soil ** — Type 3 soil * ** — Type 4 soil Nov 2005 1 Rev -- - - - - - - - - �_ OPSD - 802.013 CLEARANCE TABLE Pipe Inside Diameter Clearance mm mm 900 or less 300 Over 900 500 Nov 2005 1 Rev -- - - - - - - - - �_ OPSD - 802.013 M M M M M� W011111111! M M M M M M= r PIPE IN SUPPORTED — — PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED —� EXCAVATION EXCAVATION EXCAVATION —Note 4, Typ Subgrode Support system Typ / .. ... Backfill material 30m Typ For pipe culvert frost treatment Note 3 2 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. 3 Pipe culvert frost treatment according to OPSD- 803.030 and 803.031. 4 Condition of trench is symmetrical about centreline of pipe. A Soil types as defined in the Occupational Health and Safety Act and Regulations for Construction Projects. ONTARIO PROVINCIAL STANDARD DRAWING B All dimensions are in metres RIGID PIPE BEDDING unless otherwise shown. , COVER, AND BACKFILL TYPE 1 OR 2 SOIL - EARTH EXCAVATION 0.1500 CLEARANCE TABLE Pipe Clearance Inside Diameter mm mm 900 or less 300 Over 900 500 Nov 2005 Rev OPSD - 802.030 PIPE IN SUPPORTED EXCAVATION F Clearance See table, Typ \\\\\ 0.5 OD Note 2 NOTES: LEGEND: 1 The minimum bedding depth below the pipe shall be 0.150. In no case D — Inside diameter shall this dimension be less than 150mm or greater than 300mm. OD— Outside diameter PIPE IN SUPPORTED —� EXCAVATION Note 4— Typ Support system Typ O.SOD� Il Note 1 Typ PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED EXCAVATION EXCAVATION 0.5019 Note 2 CLASS B BEDDING 0.5 Backfill material , ! 5 1 For pipe culvert frost - 1.5 _ treatment, Note 3 Cover material 300mm min, Typ — Compacted bedding material Bedding grade 0.500 NOTES: 1 The minimum bedding depth below the pipe shall be 0.150. In no case shall this dimension be less than 150mm or greater than 300mm. 2 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. 3 Pipe culvert frost treatment according to OPSD- 803.030 and 803.031. 4 Condition of trench is symmetrical about centreline of pipe. A Soil types as defined in the Occupational Health and Safety Act and Regulations for Construction Projects. -- PIPE IN SUPPORTED EXCAVATION Clearance See table, Typ F— 0.1500 CLASS C BEDDING LEGEND: D — Inside diameter OD— Outside diameter B All dimensions are In metres ONTARIO PROVINCIAL STANDARD DRAWING unless otherwise shown. RIGID PIPE BEDDING, COVER, AND BACKFILL TYPE 3 SOIL — EARTH EXCAVATION CLEARANCE TABLE Pipe Inside Diameter Clearance mm m m 900 or less 300 Over 900 500 Nov 2005 IRev -- - - - - - - - - I blxWO OPSD - 802.031 0,5 PIPE IN SUPPORTED EXCAVATION Note 4, PIPE IN UNSUPPORTED EXCAVATION 0.5 Subgrode 1 PIPE IN UNSUPPORTED EXCAVATION 0.5 OD _300mm min, Typ Backfill material J For pipe culvert frost treatment, Note 3 0.150,9 PIPE IN SUPPORTED EXCAVATION % Clearance See table, Typ Cover material Compacted \ bedding material Bedding grade Note 1 1-0.500 Note 2 0.5 OD CLASS C BEDDING LEGEND: - - " "" t `" --- Cover material -' -� 1 Support system Note 5, Ty 1.5 .._ ":- : - - : _ ^ "r�'�`' 3 p OD — Outside diameter .Qt D NOTES: 1 The minimum bedding depth below the pipe shall be 0.15 0. Backfill material 0.50,9 dimension be less than 150mm or greater than 300mm. For pipe culvert frost 2 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. treatment, Note 3 4 Condition of trench is symmetrical about centreline of pipe. Compacted A Soil types as defined in the Occupational Health and Safety Act and Regulations for Construction bedding material B All dimensions are in Bedding ONTARIO PROVINCIAL STANDARD DRAWING Note 1 0.6 OD grade PIPE BEDDING, Note 2 0,5 OD COVER, AND BACKFILL ---------- CLASS B BEDDING TYPE 4 SOIL — EARTH EXCAVATION Subgrode 1 PIPE IN UNSUPPORTED EXCAVATION 0.5 OD _300mm min, Typ Backfill material J For pipe culvert frost treatment, Note 3 0.150,9 PIPE IN SUPPORTED EXCAVATION % Clearance See table, Typ Cover material Compacted \ bedding material Bedding grade Note 1 1-0.500 Note 2 0.5 OD CLASS C BEDDING LEGEND: Pipe Inside Diameter 900 or less 300 mm 0 — Inside diameter Over 900 500 OD — Outside diameter NOTES: 1 The minimum bedding depth below the pipe shall be 0.15 0. In no case shall this dimension be less than 150mm or greater than 300mm. 2 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. 3 Pipe culvert frost treatment according to OPSD- 803.030 and 803.031. 4 Condition of trench is symmetrical about centreline of pipe. A Soil types as defined in the Occupational Health and Safety Act and Regulations for Construction Projects. B All dimensions are in metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2005 Rev 1 STnn RIGID PIPE BEDDING, s COVER, AND BACKFILL ---------- TYPE 4 SOIL — EARTH EXCAVATION OPSD — 802.032 CLEARANCE TABLE Pipe Inside Diameter Clearance mm mm Over 900 500 I I I I I Li I I I 1 I I I BJ I I I Fittings or radius bends as required Note 1 j. \ 45' max 150mm min Backfill as specified Slope 2% min 8% max Bedding and cover as specified 150mm min 100mm min 100 to 150mm dia — as specified Watertight cap or plug as specified, Note 2 NOTES: 1 Service connections to the main pipe sewer shall be made using factory made tees or wyes, strap —on— saddles, or other approved saddles. Factory made tees or wyes shall be used for all service connections where the diameter of the main pipe sewer is: a) less than 450mm; or b) less than twice the diameter of the service connection. 2 Cap or plug at property line shall be adequately braced to withstand testing pressures. A Maintenance holes shall be used at the main sewer to connect service connections greater than or equal to 200mm. B For new construction, saddles must be installed on the main pipe before that pipe is laid. C Approved cut —in tool must be used for field made connections. D All dimensions are in millimetres unless otherwise shown. STANDARD DRAWING I Nov 2005 1 Rev SEWER SERVICE CONNECTIONS ---- - - - - -- FOR FLEXIBLE MAIN PIPE SEWER ---- - -- I d -S1 a` �� m 0201 I , ± X Concrete thrust block Main stop — opt ionol Plug or cap PLAN DEAD END Concrete thrust block Main stop — optional V X Concrete thrust b J rete t block ELEVATION DEAD END MINIMUM DIMENSIONS PIPE CIA o b c d 100 150 250 150 200 150 250 350 200 250 200 300 550 200 450 250 400 650 250 550 300 450 700 350 650 350 500 800 400 700 NOTES: A Concrete shall be placed to within PLAN 50mm of the face of the bell. 90° BEND B Bond breaker to be used between concrete and fittings. C This blocking design applies only where 1035kPa pressure is not exceeded. + - - —f D This blocking design applies where the soil has a safe allowable bearing capacity of 100kPa as verified by a geotechnical investigation. SECTION X —X E All dimensions are in millimetres unless otherwise shown. fARIO PROVINCIAL STANDARD DRAWING Nov 2006 lRevi sTa� CONCRETE THRUST BLOCKS P FOR TEES, PLUGS, AND — — - — — - — — — — °it 2 HORIZONTAL BENDS OPSD 1103.010 As thrust block PLAN PLAN TYPICAL BEND Place concrete after anchor X Stainless steel strop block has been poured and See detail Stainless bends set in place steel strop Stainless steel strap n a Spacer block 500 3mm Stainless steel strop 130x85x20mm Stainless steel — angle 80mm long 13 Stainless steel rod and nuts Concrete thrust block // "' � Concrete 0 a II Stainless steel rods II A d Diameter 1 e Concrete 450 anchor block 0 a UP— THRUST BLOCK ELEVATION Inside radius of strap= outside radius of bend Spring line = 35mm min DETAIL 13 II , II . 100j 150mm min 80mm min �— b UP— THRUST BLOCK SECTION X —X MINIMUM DIMENSIONS PIPE DIA o b c 1 d 1 e 100 450 600 750 13 150 150 600 900 900 13 300 200 600 900 1500 13 450 250 900 900 1500 20 600 300 1200 1 900 1650 20 800 350 1200 1 1200 1 1650 1 25 1000 Concrete thrust block Undisturbed ground DOWN— THRUST BLOCK ELEVATION f- - F-- 0ln +600mm min DOWN— THRUST BLOCK SECTION Y —Y NOTES: D This blocking is for bends up to 45' for A Concrete shall be placed to within up— thrust and 90' for down — thrust. 50mm of the face of the bell. E This blocking design applies where the soil has B Bond breaker to be used between a safe allowable bearing capacity of 100kPa concrete and fittings. as verified by a geotechnical investigation. C This blocking design applies only where F All dimensions are in millimetres unless 1035kPa pressure is not exceeded. otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 1 Rev 12 sr CONCRETE THRUST BLOCKS ---- - - - - -- - --- - - - - -- FOR VERTICAL BENDS OPSD 1103.020 I Variable Variable I I Hydrant v I I I Slide type valve box with upper and o. lower section N � Finished grade i �F100 to 150mm 600— Concrete thrust block Note 1 -) v I ' o ' Drain hole u E E Polyethylene •� covering Watermain 1 65 o �0 o 0 IN o � a 0 0o O 00 p m `( ' Mimi Bedding as specified 150mm valve 150mm dia pipe I 600 19mm clear stone 900mm width 0 O O ao O p O o00 0 0 �� OOO N I o () _ o v o Concrete thrust block Note 1 NOTES: 1 All concrete thrust blocks to be poured against undisturbed ground. A Bond breaker to be used between the concrete and the fittings and appurtenances. B Bolts and nuts for buried flange to flange connections are to be stainless steel C When required, flange of standpipe extensions not to be in frost zone. D This OPSD is to be read in conjunction with OPSD 1103.010 and 1103.020. E All dimensions are in millimetres unless otherwise shown. HYDRANT INSTALLATION - ---- - - - - -' OPSD 1 105.010 it m m m m m m m r m m m s m m m m m WL I4APEPWIll 29 0/001 MAX l dP'FJPF M Its WIN VILE EN PLAN/VIEW PLAN EMPLACEMENT WS BPCS AVEC TROT MW/CMN SITE WITH SIDEWALK INSTALLATION rMUE/TYPICAL NSTALLATION oe � W OL 1L RAPFAOM K W SAFE/PM 2% N/00! NAIL SUVEAMM W% P /W I 3 ; I TYP. NR KAVJPWM OT NAIL SLWTJFIM I MX SLOM mm goo 1 200 3 ► I Ir = EMPLACEMENT PENTE MCENDANTE EMPLACEMENT PENTE MONTANTE LOCATED ON DOWN HILL SLOPE COUPE/SECTION 1 -1 LOCATED ON UP HILL SLOPE DATE OF REVISION - Aug., 2008 SCALE: N.T.S. MAILBOX INSTALLATION DETAIL FIGURE No. 1 M s M M w M M w r r M M w M M M M alp M 1.0m TEMPORARY RAMPING PLACED WHEN BASE COURSE ONLYIN ASPHALT CONTRACT ----------------------- BASE COURSE ASPHALT REMOVE RAMPING PRIOR TO PLACING — SURFACE COURSE TEMPORARY PAPER JOINT MATERIAL BMROSS engineering better communities 0.5m EXISTING ASPHALT — J REMOVE EXISTING ASPHALT TO DEPTH OF SURFACE COURSE PRIOR TO PAVING SURFACE EIMROSS STANDARD DRAWING Asphalt Joint Detail for Transverse Joints DATE OF REVISION - Jan, 2004 SCALE: N.T.S. DRAWING No. 208 300 mm NDS GRATE C/W SCREWS w POLYETHYLENE PIPE ADAPTOR AVAILABLE 200 TO 300 WHERE REQUIRED BMROSS engineering better communities ADAPTOR DETAIL BMROSS STANDARD DRAWING Polyethylene Inline Catch Basin JLG VVIV IfVP1Vl VRMYYIIVVJ AND /OR TENDER FORM DATE OF REVISION - Jan, 2004 SCALE: N.T.S. DRAWING No. 700 200 mm to 300 mm SAW CUT OR JOINT, TYP CURB FACE OF CURB A� PVC DR TEMPORARY TOP OF ^ "oo SAW CU OR JOIP GRANUL) GUTTER EP 1 --t 50mm PVC DRAIN NOTES: SECTION A —A 1. TEMPORARY DRAIN TO BE USED WITH ALL STORM SEWER STRUCTURES LOCATED IN GUTTER LINE. 2. TEMPORARY DRAIN TO BE PLUGGED USING 30MPa CONCRETE PRIOR TO THE SURFACE COURSE ASPHALT BEING PLACED. BMROSS engineering better communities BMROSS STANDARD DRAWING Temporary Catch Basin Drain 50mm PVC Drain C/W Ramping DATE OF REVISION - Jan, 2004 SCALE: N.T.S. DRAWING No. 702 G Fa.1\ MALCOLM BOLTED COVER OR AS PER CONTRACT SPECIFICATIONS 100mm RISER - AND CLEANOUT L NATIVE BACKFILL J a 300mm FINISHED GRADE ........... .............: SERVICE CONNECTION MINIMUM SLOPE 1.0% NOTE: 1. SIZE OF SANITARY SERVICE TO BE AS NOTED IN THE FORM OF TENDER BMROSS STANDARD DRAWING DATE OF REVISION - Oct, 2006 B MRO S S SCALE : N.T.S. Sanitary Service Cleanout Detail engineering better communities DRAWING No. 1000 [l 1 1 i 1 1 1 1 1 1 C] !I u 1 i 1 1 1 1 1 MALCOLM BOLTED COVER OR AS PER CONTRACT SPECIFICATIONS 100mm RISER - AND CLEANOUT NATIVE BACKFILL 7 100mm SERVICE CONNECTION MINIMUM SLOPE 1.0% J I IL FINISHED GRADE i GOmm NOTE: 1. SIZE OF STORM SERVICE TO BE AS NOTED IN THE FORM OF TENDER Bli STANDARD DRAWING (L) MROSS Storm Service Cleanout Detail engineering better communities w z w a 0 a a O U X Q E PVC CAP OF REVISION - August SCALE: N.T.S. DRAWING No. 1002 30 REPLACEMENT SECTION AFTER COMPLETION OF TESTING, FLUSHING AND DISINFECTION OPERATIONS t GATE VALVE TO BE LEFT G PLACE AND INCLUDED HING IN TESTING, FLUS, G DISINFECTION AND SWAB BIN ITEM TEMPORARY THRU51 SOLID SLEEVE OR BLOCK BELL END EXIST. SLEEVE CAP r NEW OR 1 j GATE VALVE r r CAP n I�j ;ATE VALVE (TYP) FILLILINE OR 6A (SAMPLE TAP ALSO USED — A5 FOR CHLORINE INJE AND PRESSURE TESTING ) L BACKFLOW PREVENTOR DEVICE INCLUDED IN TESTING LIMIT OF PAYMENT (TO BE S WABBING ITEM) FLUSHING. DISINFECTION AND 7 LOW REQUIRED O PR 0.76m/ MA N IN CITY — a l Brt R Its NUMBER OF SIZE Q TAP(rnn) 64mm HYDRANT OUTLETS 25 I/S mm 100 150 E63 200 250 300 109.9 400 �— a l Brt R Its NUMBER OF SIZE Q TAP(rnn) 64mm HYDRANT OUTLETS 25 BMROSS STANDARD DRAWING Temporary Watermain Connection Typical Configuration SIZE DATE O • Jan, 20C SCALE: N.T.S. DRAWING NO.11C W BMROSS STANDARD DRAWING Temporary Watermain Connection Typical Configuration SIZE DATE O • Jan, 20C SCALE: N.T.S. DRAWING NO.11C NISHED GRADE 5Omm DIA PLUG 0 w U a UPPER VALVE SERVICE BOX BOX EXTENSION a AS PER CONTRACT Of SPECIFICATIONS w p 5Omm DIA. PIPE U 7 Z_ COPPER, LENGTH RESTRAINT DEVICE TO SUIT CURB STOP WATERMAIN 9O I ` MAIN STOP BEDDING AS SPECIFIED / d \-CAP TAPPED 5Omm DIA. CONCRETE SUPPORT 2OOx2OOxlOOmm LENGTH AS PER MANUFACTURERES SPECIFICATIONS I u 150mmt OF ADJUSTMENT UNITS EXISTING CONDITION T/G 198.924 C1 J 1� TAPERED TOP I 1200mm MANHOLE PROPOSED C1J_ -_17 ADJUSTMENT UNITS _— MINIMUM OF ONE, MAXIMUM OF THREE r T/G 198.664 0.26m f FRAME TO BE SET IN A FULL MORTAR BED _4m f EXISTING PRECAST RISER SECTIONS INV. W. 194.304 INV. N. 195.774 INV. N. 194.244 DROP r . E. 194.234 FLAT CAP RISER SECTION CONCRETE COLLAR NOTES: 1. THE CONTRACTOR SHALL REMOVE THE EXISTING TAPERED TOP SECTION AND REPLACE WITH A FLAT CAP, RISER SECTION AND A MINIMUM OF ONE ADJUSTMENT UNIT. 2. SHOULD THE JOINT PROFILE OF THE NEW SECTIONS DIFFER FROM THE JOINT OF THE EXISTING STRUCTURE, A CONCRETE COLLAR SHALL BE POURED AROUND THE EXTERIOR AT THE JOINT INTERFACE. PARGING OF THE INSIDE JOINT INTEREFACE MAY ALSO BE REQUIRED OR AS DIRECTED BY THE CONTRACT ADMINISTRATOR AT THE TIME OF CONSTRUCTION. 4. THE FINISHED TOP OF GRATE ELEVATION SHALL MATCH THE PROPOSED ROAD SURFACE. 5. THE EXISTING FRAME AND COVER SHALL BE RE —USED. iL WROSS engineering better communities BMROSS STANDARD DRAWING DATE OF REVISION - Aug., 2008 SCALE: N.T.S. Rebuilt Maintenance Hole DRAWING No. 703M