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Home My WebLink About2010-081THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2010-081 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Tedescon Infrastructure Ltd., Woodbridge, Ontario, to enter into an agreement for the Jane Street Reconstruction. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS FOLLOWS: 1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington and seal with the Corporation Seal, a contract between, Tedescon Infrastructure Ltd., Woodbridge, Ontario, and said Corporation; and 2. THAT the contract attached hereto as Schedule "A" form part of this By-law. By-law read a first and second time this 28th day of June, 2010. By-law read a third time and finally passed this 28~' day of June, 2010. A=COM Corporation of the Municipality of Clarington Jane Street Reconstruction, Bowmanville Contract No. CL2010-10 1 1 u May 2010 Project No. 12-29771 A=COM 1 AGREEMENT ' THIS AGREEMENT made in quadruplicate BETWEEN: TEDESCON INFRASTRUCTURE LTD. of the Town of Woodbridge and the Province of Ontario ' hereinafter called the Contractor THE PARTY OF THE FIRST PART -and - THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON hereinafter called the Purchaser THE PARTY OF THE SECOND PART WITNESSETH, that the party of the first part, for and in consideration of the payment or payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read herewith and form part of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof have been embodied herein. I~ 1 ' Page 1 of 3 ,' t DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS Jane Street Reconstruction, Contract No. CL2010-10, Municipality of Clarington Addendum No. 1 dated May 27, 2010 Addendum No. 2 dated May 28, 2010 A. TENDER FORM: General Itemized Bid Schedule of Contingency Unit Prices Bonds Bidder's References Schedule of Tender Data B. STANDARD TERMS AND CONDITIONS C. SCHEDULE 'C'-CONTRACTOR SAFETY D. SCHEDULE'D' -CONTRACTOR PERFORMANCE EVALUATION E. INSTRUCTIONS TO TENDERERS F. SPECIAL PROVISIONS -GENERAL G. SPECIAL PROVISIONS -TENDER ITEMS H. DESIGN GUIDELINES I. STANDARD DRAWINGS J. PLANS: Title Sheet, Index Sheet, Drawings No. 1 to 9, L1, L2, WS-t to WSJ K. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications, Region of Durham Standard Specifications revised April 2009, and Municipality of Clarington Design Guidelines and Standard Specifications - 2004. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 127 Current 314 Nov. 2004 407 Nov. 2007 507 Nov. 2005 128 Current 353 Nov. 2006 408 Nov. 2007 510 Nov. 2006 180 Nov. 2005 312 Nov. 2009 409 Nov. 2009 532 Jun 1991 182 Nov. 2000 351 Nov. 2005 410 A r.2008 570 Nov. 2007 201 Nov. 2007 355 Nov. 2006 501 Nov. 2005 571 Nov. 2007 206 Nov. 2000 4D5 Nov. 2008 506 Nov. 2005 701 Nov. 2009 310 Nov. 2008 L. GEOTECHNICAL INVESTIGATION (BOREHOLE LOGS) All Plans and Documents referred to in the Specifications. The Contractor further agrees that he will deliver the whole of the works completed in accordance with this agreement on or before October 30, 2010 IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the Contractor for all work done, the unit prices on the Tender. This agreement shall enure to the benefit of and be binding upon the heirs, executors, administrators and assigns of the Contractor and on the heirs and successors of the Purchaser. Page 2 of 3 i 1 i 1 IN WITNESS WHEREOF, the Contractor and the Purchaser have hereunto signed their names and set their seals on the day first above written. SIGNED and sealed by the Contractor: TEDESCON INFRASTRUCTURE LTD. -r-+~a~ -~-k ~~-h~;l~-~ /~ ~~ -~~ k~ncl -+lre c~~r~~~~a =~ r j Date ~` y s ~~~ ,~~- in the presence of ) ) Date T ~ y s~ 20/c: SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON in the presence of Date K:1Dept 72V 2-2977155pecs1CL201610 - AGR.tloc ~c~.~y 13, aolo Page 3 of 3 CONTRACT NO. CL2010-10 JANE STREET RECONSTRUCTION, BOWMANVILLE ^ MUNICIPALITY OF CLARINGTON ADDENDUM NO. 1 Contractors are hereby advised of the following modifications to Contract No. CL2010-10: ITEMIZED BID Page 3, Item A5, Removal of Maintenance Holes and Catchbasins • Change the unit from m to `ea'. Page 5, Item A36, Asphalt Cement Price Adjustment Allowance • Remove 2,500.00 from the Unit Price column and add `2,500.00'to the Total column. Page 5, Item A40, Provisional Item Miscellaneous Works • Remove 5,000.00 from the Unit Price column and add `5,000.00'to the Total column. Page 6, Item A41 k), Syringe Reticulate 'Ivory Silk' (Ivory Silk Tree Lilac), 50mm WB • Reduce the qty from 4 to `3'. ~ Page 9, Item 3.40.03, Restoration of Surface Features • Remove 2,000.00 from the Unit Price column and add '2,000.00'to the Total column. All tenders must be submitted on the basis of these modifications. Bidders are instructed to sign this addendum and return it with the completed tender, or the tender submitted may be rejected. I/we hereby acknowledge receipt of this addendum. Signed (Must be Signing Officer of Firm) Position Name of Firm ^ AECOM 513 Division Street Cobourg, Ontario K9A 5G6 May 27, 2010 r CONTRACT NO. CL2010-10 JANE STREET RECONSTRUCTION, BOWMANVILLE ~ MUNICIPALITY OF CLARINGTON ADDENDUM NO.2 Contractors are hereby advised of the following mod cations to Contract No. CL2010-10: SPECIAL PROVISIONS -TENDER ITEMS Page 10 -SUBSURFACE INSTALLATION OF SERVICES (Provisional) -ITEM NO. 2.02.43 • Add the following to the end of this Item: ".3 h fs expected that the use of a Vac Truck maybe required and paid for as part of this Item." r All tenders must be submitted on the basis of these modifications. Bidders are instructed to sign this addendum and return it with the completed tender, or the tender submitted may be rejected. I/we hereby acknowledge receipt of this addendum. Signed (Must be Signing Officer of Firm) Position Name of Firm AECOM 513 Division Street Cobourg, Ontario K9A SG6 r May 28, 2010 i PROJECT: TENDER FOR CONTRACT NO. CL2010-10 JANE STREET RECONSTRUCTION, BOWMANVILLE AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT ADMINISTRATOR: AECOM 513 DIVISION STREET COBOURG, ONTARIO K9A 5G6 Telephone: 905-372-2121 Fax: 905-372-3621 I TENDERER: Tedescon Infrastructure Ltd. Name 139 Woodstream Blvd. Unit #4 WOODBRIDGE. Ontario L4L 7Y4 ' Address (include Postal Code) T:905-264-2200 F:905-264-3800 Telephone and Fax Numbers Fred Tedesco Name of Person Signing President Position of Person Signing TENDERS RECEIVED BY: Ms. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario L1C 3A6 i K:1Dept 12512-297711Specs1CL2010-10-TF.doc ' Page 1 of 15 pages TENDER CONTRACT NO. CL2010-10 it _ 7 To: The Mayor and Members of Council Corporation of the Municipality of Clarington Re: Contract No. CL2010-10 Jane Street Reconstruction, Bowmanville Dear Mayor and Members of Council The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as part of the work to be done under this Contract. The Contractor understands and accepts the said Plans, Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and Conditions. The Contractor understands and accepts that the quantities shown are approximate only, and are subject to increase, decrease, or deletion entirely if found not to be required. Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond and a 100% Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of receipt of Notice of Acceptance of the Tender. Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post, addressed to the Contractor at the address contained in this Tender. S r Page 2 of 15 pages ITEMIZED BID _ CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the. work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (p) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications -c 8 _ ~ S. m.. _ ~~~ r3r ~isla - -~"-.iY ~? "::4.~ 'x' v.~}--:` ~. a ., h~.w ~~ y PART'A': ROADWORKS AND STORM SEWERS Al 201 Site Preparation LS 3,500.00 SP, MOC A2 SP Excavate to Confirm Utilities ea 2 500.00 1,000.00 A3 206 Earth Excavation (Grading) m' 3,735 25.00 93,375.00 SP, MOC (p) A4 510 Removal of Sidewalk m2 750 5.00 3,750.00 SP A5 510 Removal of Maintenance Holes and ea 20 300.00 6,000.00 SP Catchbasins A6 510 Removal of Culverts and Sewers m 260 10.00 2,600.00 SP A7 510 Removal of Curb and Gutter m 72 10.00 720.00 SP A8 SP Plug Abandoned Pipe ea 2 250.00 500.00 A9 410 300 mm Dia. Storm Sewer CLASS 50- m 122 240.00 29,280.00 SP, MOC D, Incl. Excavation, Class'B' Bedding and Native Backfill A10 410 300 mm Dia. Storm Sewer CLASS 50- m 85 285.00 24,225.00 SP, MOC D, Incl. Excavation, Class'B' Bedding and Granular'B' Type I Backfill A11 410 375 mm Dia. Storm Sewer CLASS 50- m 11 275.00 3,025.00 SP, MOC D, Incl. Excavation, Class'B' Bedding and Native Backfill A12 410 375 mm Dia. Storm Sewer CLASS 50- m 60 320.00 19,200.00 SP, MOC D, Incl. Excavation, Class 'B' Bedding and Granular'B' Type I Backfill A13 410 525 mm Dia. Storm Sewer CLASS 50- m 11 695.00 7,645.00 SP, MOC D, Incl. Excavation, Class'B' Bedding and Native Backfill A14 410 200 mm Dia. Storm Sewer Laterals, m 38 180.00 6,840.00 SP, MOC PVC DR 35, Incl. Excavation, Class 'B' Bedding and Native Backfill Page 3 of 15 Pages ITEMIZED BID CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications ~ ik ~ "~ ,~_ ~fr t j A15 410 250 mm Dia. Storm Sewer Laterals, m 25 190.00 4,750.00 SP, MOC PVC DR 35, Incl. Excavation, Class'B' Bedding and Native Backfill A16 SP, MOC Provisional Item m' 40 60.00 2,400.00 H.L.-8 Blend Clear Stone Bedding with Gectextile A17 405 100 mm Perforated Plastic Pipe m 770 15.00 11,550.00 SP, MOC Subdrain with Geotextile C-301 A18 407 1200 mm Dia. Precast Maintenance ea 6 4,450.00 26,700.00 SP, MOC Hole (C-101, C-113, OPSD 400.010) A19 407 1500 mm Dia. Precast Maintenance ea 2 6,450.00 12,900.00 SP, MOC Hole, Twin Inlet Catchbasin Maintenance Hole (C-102, OPSD 400.010) A20 407 600 mm x 600 mm Precast ea 4 1,750.00 7,000.00 SP, MOC Catchbasin (C-104, OPSD 400.010) A21 407 600 mm x 1450 mm Precast Twin Inlet ea 4 2,950.00 11,800.00 SP, MOC Catchbasin (C-105, OPSD 400.010) A22 SP Lawn Drain Inlets ea 1 2,500.00 2,500.00 A23 501 Water for Compaction and Dust m' 265 10.00 2,650.00 Suppression A24 506 Calcium Chloride Flake kg 3,050 1.00 3,050.00 A25 314 Granular'B', Type I t 3,150 11.00 34,650.00 SP, MOC A26 314 Granular'A' t 2,320 17.00 39,440.00 SP, MOC A27 353 Concrete Curb and Gutter (All Types) m 915 40.00 36,600.00 SP, MOC A28 351 Concrete in Sidewalk mz 440 55.00 24,200.00 SP, MOC A29 355 Interlocking Brick Pavers SP, MOC a) Remove, Salvage and Reinstate mz 70 70.00 4,900.00 Existing Pavers A30 408 Adjust Existing Water Valves ea 1 300.00 300.00 SP Page 4 of 15 Pages r i i i ITEMIZED BID CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work speafied for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications ` ~ A31 408 Adjust Existing Maintenance Hole ea 1 500.00 500.00 SP, MOC A32 SP Sawcutting Asphalt m 225 8.00 1,800.00 A33 310 Hot Mix H.L.-8 t 540 95.00 51,300.00 SP, MOC A34 310 Hot Mix H.L.-3 t 110 140.00 15,400.00 SP, MOC (Entrances, Liberty Street and Simpson Avenue) A35 312, Asphalt Gutter as per OPSD 601.010 m 41 30.00 1,230.00 MOC SP A36 SP Asphalt Cement Price Adjustment LS 2,500.00 Allowance A37 532 Pavement Markings -Durable SP, MOC a) 100 mm Width White m 25 50.00 1,250.00 b) 100 mm Width Yellow m 15 50.00 750.00 c) 600 mm Stop Bars m 12 50.00 600.00 A38 570 Topsoil (Imported) rpz 2,100 3.50 7,350.00 SP, MOC A39 571 Sod (Nursery, Unstaked) mz 2,100 3.50 7,350.00 SP, MOC A40 507, Provisionalltem LS 5,000.00 SP, MOC Miscellaneous Works A41 SP Provisionalltem Supply and Installation of Plant Material a) Acer x freemanii ea 6 400.00 2,400.00 (Autumn Blaze Red Maple), 60mm WB b) Celtis occidentalis (Hackberry), ea 5 400.00 2,000.00 60mm WB c) Corylus colurna (Turkish Hazel), ea 4 400.00 1,600.00 60mm WB d) Ginkgo biloba (Maidenhiar Tree), ea 3 420.00 1,260.00 60mm WB e) Gleditsia triacanthos'Skyline' ea 3 400.00 1,200.00 (Skyline Locust), 60mm WB Page 5 of 15 Pages ITEMIZED BID CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications y ` ,~'-~ ~~ ~ f) Platanus x aceritolia'Bloodgood' ea 2 400.00 800.00 (Bloodgood London Planetree), 60mm WB g) Acer campestre (Hedge Maple), ea 6 400.00 2,400.00 50mm WB h) Amelanchiergrandiflora'Princess ea 8 400.00 3,200.00 Diana' (Princess Diana r m i) Malus'HarvestGold' ea 5 325.00 1,625.00 (Harvest Gold Crabapple), 50mm WB j) Malus'Royalty' ea 4 325.00 1,300.00 (Royalty Crabapple), 50mm WB k) Syringa reticulata'Ivory Silk' ea 3 400.00 1,200.00 (Ivory Silk Tree Lilac), 50mm WB I) Viburnum Lentago (Nannyberry), ea 5 400.00 2,000.00 50mm WB Total Part'A' (carried to Summary) S 543,065.00 PART'B': SANITARY SEWER AND APPURTENANCES 2.01 RMDCS Pipe (Not Including Restoration) SP 2.01.01 200 mm Dia. (3.0 m and less deep) 2.01.01 Manhole No. 114 -Manhole No. 115 m 46 335.00 15,410.00 A 2.01.02 200 mm Dia. (3.1m to 4.5m depth) 2.01.02 Manhole No. 110 -Manhole No. 111 m 101 335.00 33,835.00 A 2.01.02 Manhole No. 111 -Manhole No. 112 m 100 335.00 33,500.00 B 2.01.02 Manhole No. 112 -Manhole No. 114 m 109 335.00 36,515.00 C 2.02 RMDCS Extra Over Item No. 2.01.01 A, SP 2.01.02 A, 2.01.02 B, 2.01.02 C, 2.03.01 2.03.07 2.02.03 Restoration with Topsoil and Sod mz 75 7.00 525.00 2.02.13 Stone for Extra Depth Bedding (H.L.-8 m' 40 60.00 2,400.00 Blend Clear Crushed Stone) Page 6 of 15 Pages ITEMIZED BID CONTRACT N0. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications L ~ is ~ ~m „R.~ L N 2.02.40 Restoration with Asphalt mz 10 95.00 950.00 2.02.41 Restoration with Concrete or Other mz 30 55.00 1,650.00 Hard Surfaces 2.02.43 Provisionalltem m 10 250.00 2,500.00 Subsurface Installation of Services 2.03 RMDCS Service Connections (Not Including SP Restoration) 2.03.01 100 mm Dia. PVC (36 Connections) m 450 140.00 63,000.00 2.03.07 Provisionalltem ea 3 450.00 1,350.00 Cleanouts as per S-303 2.04 RMDCS Maintenance Holes SP 2.04.01 Remove Existing -Completely ea 5 500.00 2,500.00 2.04.07 S-101-1200 mm dia. Precast Maintenance Hole (Less than 3.0 m deep) 2.04.07 Maintenance Hole No. 114 LS 4,780.00 A 2.04.07 Maintenance Hole No. 115 LS 4,780.00 B 2.04.08 S-101-1200 mm Dia. Precast Concrete Maintenance Hole (3.1 m to 4.5 m deep) 2.04.08 Maintenance Hole No. 110 LS 5,585.00 A 2.04.08 Maintenance Hole No. 111 LS 5,585.00 B 2.04.08 Maintenance Hole No. 112 LS 5,585.00 C 2.21 RMDCS Sewer Repairs & Rehabilitation SP 2.21.06 Provisionalltem m 100 250.00 25,000.00 Sanitary Service Lateral Relining Total Part'B' (carried to Summary) $ 245,450.00 Page 7 of 15 Pages ITEMIZED BID CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified ' for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP Refers to Special Provisions - (P) Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications ENANCES ' ' : WATERMAIN AND APPURT PART C 3.01 RMDCS Pipe (Not Including Restoration) SP 3.01.02 150 mm PVC m 458 230.00 105,340.00 3.02 RMDCS Extra Over kem No. 3.01.02, 3.05.06, SP 3.05.11) 3.02.03 Restoration with Topsoil and Sod mz 75 7.00 525.00 3.02.04 Remove Existing Valve and Box ea 5 225.00 1,125.00 02 3 06 Concrete Plug in Abandoned Pipe ea 10 300 00 3 000 00 . . . , . 3.02.10 Provisional item m2 10 100.00 1,000.00 Insulate Watermain as Per S-307 3.02.14 Stone for Extra Depth Bedding (H.L.-8 m' 55 60.00 3,300.00 Blend Clear Crushed Stone) 3.02.40 Restoration with Asphalt mz 10 95.00 950.00 3.02.41 Restoration with Concrete or Other mz 30 55.00 1,650.00 Hard Surfaces 3.03 RMDCS Valves SP 3.03.02 150 mm Gate Valve and Box as per S- ea 6 1,500.00 9,000.00 408 3.04 RMDCS Hydrants SP 3.04.01 New Hydrant with Storz Pumper ea 3 4,500.00 13,500.00 Nozzle as per S-409 3.04.03 Temporary Flushing Hydrant ea 3 3,000.00 9,000.00 3.04.05 Remove Existing Hydrant Complete ea 2 350.00 700.00 with Concrete Plugs 3.05 RMDCS Services {Not Including SP Restoration) 3.05.01 19 mm Main Stop ea 36 350.00 12,600.00 3.05.06 19 mm Curb Stop and Box ea 36 350.00 12,600.00 Page 8 of 15 Pages u i u ~~ ITEMIZED BID CONTRACT NO. CL2010-10 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications 3.05.11 19 mm Dia. Copper Pipe m 315 120.00 37,800.00 3.08 RMDCS Test Points SP 3.06.01 19 mm Dia. Test Point as per S-429 ea 1 1,245.00 1,245.00 3.07 RMDCS Blowoff SP 3.07.02 Provisionalltem ea 1 1,525.00 1,525.00 50 mm Dia. Blowoff as per S-406 3.11 RMDCS Temporary Water Supply SP 3.11.01 Temporary Water Supply to ea 36 1,100.00 39,600.00 Residences 3.40 RMDCS Miscellaneous Items SP 3.40.03 Restoration of Surtace Features LS 2,000.00 Total Part'C' (Carried to Summary) $ 256,460.00 PART'D': GENERAL ITEMS 2.02 RMDCS Asbestos Remediation SP 2.02.50 Provisionalltem LS 3,000.00 Asbestos Abatement Training for Workers and Regional Staff 2.02.51 Removal of Asbestos-Cement Pipe m 580 55.00 31,900.00 and Disposal Off-Site 2.02.52 Asbestos Abatement I Environmental LS 5,000.00 Impairment Liability Insurance 8.01 RMDCS Contract Administrator's Field SP Office 8.01.01 Supply and Maintain Field Office LS 5,000.00 8.02 RMDCS Contractor Documentation SP 8.02.01 Bonds, Insurance and Maintenance LS 36,300.22 Security 8.03 RMDCS Mobilization and Traffic Control SP Page 9 of 15 Pages ITEMIZED BID CONTRACT NO. CL2010-10 r r In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2010-10 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications Tenderer's HST Registration No. 853742955 RT0001 K10ap/211 2-2 9 7 711SpecsQCL2010-00-kembid (Sign Doca).dsx]kembid Page 10 of 15 Pages r ~J C~ I SCHEDULE OF CONTINGENCY UNIT PRICES CONTRACT NO. CL2010-10 By submitting this Tender, the Bidder agrees to the following Schedule of Additional Unit Price Contingency Items, for all applicable extra work ordered by the Contract Administrator on this contract. If used, any items included in this Contingency Schedule shall be paid under a Change Order. Reference Section 01210 of the Region's Construction Specifications. Applicable specifications also provided in the Special Provisions -Tender Items, section of this Contract. The Bidder agrees that they are not entitled to any payment under any of these items except for additional work carried out by them in accordance with the Contract and as directed by the Contract Administrator. ITEM NO. ITEM UNIT UNIT PRICE 1. Extra Excavation in Trenches .1 O.OOmto3.75m .2 3.75mto5.25m .3 5.25mto6.75m 4 6.75mto8.25m .5 8.25mto9.75m 2. Labour Rates (all inclusive) .1 Foreman (Including Pick-Up) 2 Common Labour 3 Skilled Labour .4 Truck Driver .5 Heavy Equip. Operator 6 Carpenter 3. Hydrant Extensions .1 150 mm Height 2 300 mm Height .3 450 mm Height 4 600 mm Height 5 750 mm Height .6 900 mm Height 4. Located WS or Main Valve Box .1 Total Exposure .2 Partial Exposure m' $ 17.00 m' $ 23.50 m' $ 32.00 m3 $ 42.50 m' $ 56.00 hour $ 81,00 hour $ 55.00 hour $ 5g,pp hour $ 57.00 hour $ 63.00 hour $ 61.00 L.S. $ 740.00 L.S. $ 841.00 L.S. $ 904.00 L.S. $ 977.00 L.S. $1,139.00 L.S. $1,198.00 each $ 342.00 each $ 265.00 I i Page 11 of 15 pages SCHEDULE OF CONTINGENCY UNIT PRICES (CONTINUEDI CONTRACT NO CL2010 10 ITEM NO. ITEM UNIT UNIT PRICE 5. .1 .2 .3 4 .5 .6 r .7 .8 6 .1 .2 .3 4 .5 6 7. ~~ I I i~ WS Box-Extra Over Item 5 New No. 9 Water Service New Rod Only (Stainless) New Lid Only Rethreading onty 150 mm Extension 300 mm Extension 450 mm Extension 600 mm Extension Modify Exist. Main Valve Box Cut off threaded portion New Lid New top section New extension section New bottom section New box complete Trench Rock Excavation each each each each each each each each each each each each each each m3 $ 189.00 S 80.00 $ 47.00 $ 66.50 $ 48.00 $ 52.50 $ 61.00 $ 66.00 $ 152.00 $ 50.00 $ 151.00 $ 155.00 $ 266.00 $ 400.00 $ 276.00 The Bidder agrees to the above noted Schedule of Additional Unit Price Contingency Items, for all applicable extra work ordered by the Contract Administrator on this contract. Initials FT Date Mav 31 2010 ' Page 12 of 15 pages AGREEMENT TO BOND lto be completed by Bonding Comoanv) CONTRACT NO CL2010 70 r WE, the Undersigned, HEREBY AGREE to become bound as Surety for Tedescon Infrastructure Ltd. in a Pertormance Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and conforming to the Instruments of Contract attached hereto, for the full and due Pertormance of the works shown or described herein, if the Tender for Contract No.CL2010-10 is accepted by the Authority. IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Pertormance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void. ' DATED AT Toronto. ON this 28 day of Mav 2010 ' Berkley Insurance Comoanv Name of Bonding Company Cathy Ricci (BONDING COMPANY SEAL) Signature of Authorized Person Signing for Bonding Company Attorney-in-Fact Position 1 (This Form shall be completed and attached to the Tender Submitted). ' Page 13 of 15 pages r BIDDER'S REFERENCES CONTRACT NO. CL2010-10 Year JuIv2009 Description of Contract Monkswood Cres. Reconstruction ' Name of Organization Town of Newmarket Contact Person Bill Gould Telephone Number 905-895-5193 Value of Contract ±g00 000.00 Year September 2009 Description of Contract Delrex Blvd. Storm Control ' Name of Organization Town of Halton Hills Contact Person Kevin Chalmers ' Telephone Number 905-873-2601 Value of Contract 1200 000.00 Year Mav 2010 Description of Contract William Street Reconstruction Name of Organization Town of Orangeville Contact Person Ed Gill Telephone Number 519-941-0440 Value of Contract t1 500,000.00 J (This Form shall be completed and attached to the Tender Submitted). Page 14 of 15 pages r r i SCHEDULE OF TENDER DATA CONTRACT NO. CL2010-70 The work specified in the Contract shall be performed in strict accordance with the following Schedule: A. TENDER FORM: General Pages 1 and 2 Itemized Bid Pages 3 to 10 Schedule of Contingency Unit Prices Pages 11 and 12 Agreement to Bond Page 13 Bidder's References Page 14 B. Schedule of Tender Data STANDARD TERMS AND CONDITIONS Page 15 C. SCHEDULE 'C' -CONTRACTOR SAFETY Pages 1 to 11 Pages 1 to 8 D. SCHEDULE 'D' -CONTRACTOR PERFORMANCE EVALUATION Page 1 E. INSTRUCTIONS TO TENDERERS Pages 1 to 5 F. SPECIAL PROVISIONS -GENERAL Pages 1 to 14 G. SPECIAL PROVISIONS -TENDER ITEMS Pages 1 to 34 H. DESIGN GUIDELINES I. STANDARD DRAWINGS J. K. PLANS: Title Sheet, Index Sheet, Drawings No. 1 to 9, L7, L2, WS-1 to WS-4 STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications, Region of D urham Standard Specifications revised Aoril 2009 anA t1ltl Inhi„~r+" .,a rh.:.....,.., r,,._:__ ,-...:~_~-_ _ - L. OPSS No. - Date ------. -... - OPSS No . --w•,.• •..,. Date ~~~~ .r VUIUC OPSS N IIIItlSnna ora noara ~ ecm cations-200 127 Current . 314 Nov. 2004 o. 407 Date Nov. 2007 OPSS No. 507 pate Nov 2005 128 Curcent 353 Nov. 2006 408 Nov. 2007 510 . Nov 2006 180 Nov.2D05 312 Nov. 2009 409 Nov. 2009 532 . Jun 1991 182 Nov. 2000 351 Nov. 2005 410 A r.2008 57D Nov 2007 201 Nov. 2007 355 Nov. 2006 501 Nov. 2005 571 . Nov 2007 206 Nov. 2000 405 Nov. 2008 506 Nov. 2005 701 . Nov 2009 310 Nov. 2008 . CF(7TFCH NIRAI INVCC TIr~nTln~l r o~nrr ~.~., •~ •~...-...,,vr nvn \ovRCr1VLC LVUJJ The Contractor, by this tender, offers to complete the work of this Contract in strict accordance with the terms contained herein. The bidder certifies that it has met all of its obligations to comply with The Provincial and Federal Sales Tax requirements, so that it is able to do business in Ontario. Yes No The Bidder hereby acknowledges receipt of the following Addenda to the Bid Documents: Initials Addendum No. 1 Addendum No. 2 Addendum No. Date of Issue Mav 27 2010 Date of Issue Mav 28. 2010 Date of Issue Failure to acknowledge all Addenda issued may result in the bid being rejected. FT FT By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans and Specifications, for Contract No. CL2010-10, executed by me/us bearing date the 31 day of Mav 2010 and we have fully read al d ocuments to tender data as listed above. SIGNATURE: Sla -~p b~nCf ~-l,e POSITION President LY'~n~ZS~ - NAME OF FIRM: Tedescon Infrastructure Ltd (COMPANY SEAL) Pdvaw Lealsl f Fetleral legislation governs the mlleaion art use d personal iMOrmaUOn from iMivquais. We represent antl wanaM to the owner That we have oWainetl Me CONSENT of art and all employees whose personal infonretion we have supgieC to tlfe owner in this tender. This personal information, which inclutles, but is rwt limitetl to, ttre employees' names, etlucation, work antl projeq hisbry,pro/essional designations rand qualifications This CONSENT permits tM ownerb disclose this personal information to the Engineer(own~ or agenp lorthe purpose of evaluating our bitl. In the evert Thal the tantler is auccesNW, Mis personal infomlalim maY also Ce used in projeU atlministratbn, for conlaG purposes. This is Page 15 of 15 pages to be submitted as the Tender Submission for Contract No. CL2010-10 CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 STANDARD TERMS AND CONDITIONS P:1Dept 72N2-29777\Specs\CL2010.f0-T&C.dx THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 1 of 11 r The Municipality of Clarington's `Standard Terms and Conditions" shall apply to this Contrail except where noted below. • Clause 8 of the "Standard Terms and Conditions" shall be superseded by Clause 8, "Payments° of the "Special Provisions -General" Seilion of the Contract. ' Ciause 75 of the °Standard Terms and conditions° shall be superseded by Clause 2 "Guaranteed Maintenance" of the "Special Provisions -General" Section of the Conhact • The first paragraph of Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract. • The first paragraph of Clause 24 of the "Standard Terms and Conditions" shall be superseded ' by Clause 6.03.02 of the OPS General Conditions of Contract (November 2006) which requaes a $5,000,000.00 liability coverage. • Clause 27 of the "Standard Terms and Conditions" shall be superseded by Clause by Clause 18, "Workplace Hazardous Materials Information System (WHIMIS)" of the "Special Provisions - General" Section of the Contract. LJ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON , PURCHASING DIVISION Page 3 of 11 SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) ' 3. CONTRACT The contract consists of the documents aforementioned as defined in Section 1, Definitions, Contract. The oontrad and portions thereof take precedence in the order in which they are named above, , notwithstanding the chronological order in which they are issued or executed. The intent of the contract is that the Company shall supply work which is fit and suitable for the Municipality's intended use and complete for a part~ular purpose. None of the conditions contained in the Bidders standard or general conditions of sale shall be of any effect unless explicitly agreed to by the Municipality and specifically referred to in the purchase order. 4. CLARIFICATION OF THE DOCUMENT Any clarification of the document required by the Bidder prior to submission of its bid shall be ' requested through the Municipality's contact identified in the document. Any such Garification so e given shall not in any way alter the document and in no case shall oral arrangements b , considered. Every notice, advice or other communicatx>n pertaining thereto will be in the form of a written addendum. ' No officer, agent or empbyee of the Municipality is authorized to alter orally any portion of the document. 5. PROOF OF ABILITY The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as , well as that of any proposed subcontractor, to perform the work by the specified delivery date. 6. DELIVERY Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by soon as possible and in any event within the period set out herein as the C ompany as the guaranteed period of delivery or completion after receipt of a purchase order therefore. A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or t the work covered thereby, or the to acce lit i i p pa y c other such receiver shall not bind the Mun particulars of the delivery ticket or piece tally thereof. Work shall be subject to further inspection and approval by the Municipality. The Company shall be responsible for arranging the work so that completion shall be as specified in the contract. Time shall be of the essence of the contract. r u r r ,,~ '! THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 4 of 11 SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) PRI ING Prices shall be in Canadian Funds, quoted separately for each dam stipulated, F.O.B. destination. Prices shall be firm for the duration of the contract Prices bid must indude all incidental costs and the Company shalt be deemed to be satisfied as to the full requirements of the bid. No claims for extra work will be entertained and any additional work must be authorized in writing prior to commencerr~nt. Should the Company require more information or darification on any point, it must be obtained prior to the submission of the bid. Payment shall be full compensation for all costs related to the work, including operating and overhead costs to provide work to the satisfaction of the Municipality. All prices quoted shall include applicable customs duty, exdse tax, freight, insurance, and all other charges of every kind attributable to the work. Harmonized Sales Tax sfiali be extra and not shown, unless otherwise spedfied herein If the Bidder intends to manufadure or fabricate any part of the work outside of Canada, it shall anange its shipping procedures so that its agent or representative in Canada is the importer of record for customs purposes. Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of Canada or the Province of Ontario become directly applicable to work specified in this document subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be made to compensate for such changes as of the effedive date thereof. 8. TERMS OF PAYMENT Where required by the Construction Lien Ad appropriate monies may be held back until 60 days after the completion of the work. Payments made hereunder, induding final payment shall not relieve the company from its obligations or liabilities under the contract Acceptance by the company of the final payment shall constitute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance with the contract and still unsettled. The Munidpality shall have the right to withhold from any sum otherwise payable to the company such amount as may be suffxtient to remedy any defed or deficiency in the work, pending correction of it. Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract requirements being competed and work being deemed satisfactory. 9. PATENTS AND COPYRIGHTS The company shall, at its expense, defend all claims, adions or proceedings against the Municipality based on any allegations that the work or any part of the work constitutes an infringement of any patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages, charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned to the Municipality by reason thereof. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DMSION Page 5 of 11 ' SCHEDULE (B) 10. 11 12. 13. 14. 15. STANDARD TERMS AND CONDITIONS (continued) The company shall pay all royalties and patent license fees required for the work. If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's expense, replace the inMnging work with non-infringing work or modify it so that the work no bnger infringes. ALTERNATES Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any bid proposing an alternate will not be considered unless otherwise specified herein. EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final. ASSIGNMENT AND SUBCONTRACTING The company shall not assign or subcontract the contract or any portion thereof without the prior written consent of the Municipality. FINANCING INFORMATION REQUIRED OF THE COMPANY The Municipality is entitled to request of the Company to furnish reasonable evidence that financial arrangements have been made to fulfill the Company's obligations under the Contract. LAWS AND REGULATIONS The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws pertaining to the work and its performance. The company shall be responsible for ensuring similar compliance by suppliers and subcontractors. The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario. CORRECTION OF DEFECTS If at any time prior to one year after the actual. delivery date or completion of the work (or specified warrantylguarantee period if longer than one year) any part of the work becomes defective or is deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the requirements of the contract, the company, upon request, shall make good every such defect, deficiency or failure without cost to the Municipality. The company shall pay all transportation costs for work both ways between the company's factory or repair depot and the point of use. 16. BID ACCEPTANCE The Munidpality reserves the right to award by item, or part thereof, groups of items, or parts thereof, or all items of the bids and to award contracts to one or more bidders submitting identical bids as to price; to accept or reject any bids in whole or in part; to waive irregularities and omissions, if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the Municipality for its decision in this regard. r Bids shall be irrevocable for 90 days after the official dosing time. t THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 6 of 11 ' SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award to a bidder by the Municipality shall constitute notice of acceptance of contrail by the Municipality to the extent described in the notice of award. The Municpality reserves the right to reject a Bid from any Bidder based on the folkrwing considerations: • a Bidder or a subcontractor of a Bidder has an outstanding legal action against the Corporation, or the Corporation has an outstanding legal action against a Bidder or a subcontrailor of the Bidder; • a Bidder owes money including, but not limited to outstanding property taxes owed to the Corporaton; and ' a Bidder is not in compliance with the Corporation's Corporate Policies and by-laws incuding Properly Standards By-law. 17. SUPPr fER PERFORMAN E EVALUATION Prior to the Contract rerrewal dates or upon expiry of the Contract, the Municipality of Clarington will complete a Performance Evaluation Form, providing feedback related to the Company's ' performance of the Contract Suppliers/Contractors will be evaluated based on, but not limited to the following: • quality of goods/services provided; • compliance with Contract specifications, terms & conditions; • communication (responsiveness); • billing accuracy. The results of the Performance Evaluation shall be used to determine whether or not the Company is: • considered for renewal of a Contract with the Municipality; • considered for award of any subsequent Contract opportunities. Throughout the life of the Contract, the Municipality shall communicate any performance issueslconcerns, to the Company. Persistent performance issues may result in an immediate Contract Performance Evaluation by all participating departments to determine if Contract suspension or termination is necessary. Companies whose previous Contracts were terminated due to poor performance shat be considered for subsequent Contrail Awards, only ff they ran show proof, through a minimum of three references for similar work, that they have overcome their pertomiance issues of the past Contrail. The Municipality's dettisiar in this regard shall be final. The results of any Pertormance Evaluation may be disclosed to other Muniapalities or government bodies upon request, where it can be demonstrated that the Company has listed the Municipality as a Work reference. 18. DEFAULT BY COMPANY a. If the Company commits any act of bankruptcy; or if a receiver is appointed on account of its insolvency or in respect of any of its property; or if the company makes a general assignment for the benefit of its creditors; then, in any such case, the Municipality may, wfthout notice: terminate the contrail. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION SCHEDULE (B) STANDARD TERMS AND CONDI71ONS (continued) Page 7 of 11 ' b. If the Company fails to comply with any request, instruction or order of the Municipality; or fails to pay its accounts; or faits to comply with or persistently disregard statutes, regulations, by-laws or direcfives of relevant authorities relating to the work; or fails to prosecute the work with skill and diligence; or assigns or sublets the contract or any portion thereof without the Municipality's error written consent; or refuses to correct defective work; or is otherwise in default in prrying out its part of any of the terms, conditions and obligations of the cohvact, then, in any such case, the Municipality may, upon expiration of ten days from the date of written notice to the company, terminate the convect. c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to any other rights or remedies the Municipally may have and without incuning any liability whatsoever in respect thereto. d. If the Municipality terminates the contract, l is entitled to i) take possession of all work in progress, materials and construction equipment then at the project sle (at no additional charge for the retention or use of the constucton equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstances; ii) wlhhold any further payments th the cempany until the completion of the work and the expiry of all obligations under the Correction of Defects section; iii) recover from the company loss, damage and expense incurred by the Municipality by reason of the company's default (which may be deducted from any monies due or becoming due to the company, any balance to be paid by the company to the Municipality). 19. 20. 21. CONTRACT CANCELLATION The Municipality shall have the right, which may be exercised from time to time, to cancel any uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation, the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to the Company for loss of anticipated profit on the cancelled portion or portions of the work. QUANTITIES Unless otherwise specifred herein, quantities are shown as approximate, are not guaranteed to be accurate, are furnished wthout any liability on behal of the Municipality and shall be used. as a basis for comparison only. Payment will be by the unl complete at the bid price on actual quantities deemed acceptable by the Municipality. SAMPLE Upon request, samples must be submitted strictly in accordance with insvuctions. If samples are requested subsequent to opening of bids, they shall be delivered within three (3) working days following such request, unless additional time is granted. Samples must be submitted free of charge and will be returned at the bidder's expense, upon request, provided they have not been desvoyed by tests, or are not required for comparison purposes. The acceptance of samples by the Municipality shalt be at its sole discretion and any such acceptance shall in no way be construed to imply relief of the company from its obligations under the contract. O ~! hI ~_1 ' 2z . r r 23. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 8 of 1 t SCHEDULE (B) STANDARD TERMS AND CONDITIONS (cor-tinued) Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where applicable. SURETY The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or other form of surety in an amount determined by the Municipality. This surety may be held by the Municipality until 60 days after the day on wh~h all work covered by the contract has been completed and accepted. The surety may be returned before the 60 days have elapsed providing safisfactory evidence is provided that all IiabiliGes incurred by the company in certying out the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB - Workplace Safety Insurance Board has been received. The company shall, if the Munic~ality in its absolute discretion so desires, be required to satisfy fidelity bonding requirements by providing such bonding in an amount and form determined by the Municipality. Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall make the award of the Contract by the Municipality subject to withdrawal. WORKPLACE SAFETYAND INSURANCE BOARn ~I r All of the Contractor's personnel must be covered by the insurance plan under the Workplace Safety and Insurance Act, 1997, or must provide an identification number from the WSIB verifying their status as an "Independent Operator". Upon request by the Municipality, an original Letter of Good Standing from the Workplace Safety and Insurance Board shall be provided prar to the commencement of work indicating all payments by the Company to the board have been made. Prior to final payment, a Certificate of Clearance must be issued indicating all payments by the Company to the Board in conjunction with the subject Contract have been made and that the Municipality will not be liable to the Board for future payments in connection with the Gompany's fulfilment of the contract. Further Certificates of Clearance or other types of certificates shall be provided upon request. For Independent contractors I Owners I Operators who do not have WSIB coverage, the folbwing shall be provided upon request by the Calling Agency: Single Independent Contractors /Owners /Operators shall provide a letter from the Workplace Safety 8 insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining worker/Independent Operator status', issued by the Workplace Safety & Insurance Board. (For more information, please contact your Local Workplace Safety & Insurance Board Office and refer to this clause.) Single Independent Contractors /Owners /Operators must also provide a certificate from the Workplace Safety 8 Insurance Board confirming they have purchased the optional WSIB coverage. The Municpaliy of Clarington has the right to reject any bid it deems to provide insufficient coverage. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION SCHEDULE (B) 24. 25. 26. 27 INSURANCE STANDARD TERMS AND CONDITIONS (continued) i Page 9 of 11 , The company shall maintain and pay for Comprehensive General Liability insurance including premises and all operations. This insurance coverage shall be subject to limits of not less than $3,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such other coverage or amount as may be requested. The Company shall maintain and pay for Automobile Liability insurance in respect of licensed vehicles and shall have limits of not less than $2,000,000.00 inclusive per occurrence covering all licensed vehicles owned or leased by the Company. The policy shall include the Municipality as an addfional insured in respect of all operations performed by or on behaff of the Company. A certified copy of such policy or certificate shall be provided to the municipality prior to commencement of the work. further certified copies shall be provided upon request The Policies shall be endorsed to provide that the Municipality is to receive not less than 30 days notice in writing in advance of any cancellation, material amendment, or change restricting coverage. Written notice shall be personally delivered to or sent by registered mail to the Agency. The Company will ensure that any and all Subcontractors also have valid Insurance coverage LIABILITY The company agrees to defend, fully indemnify and save harmless the Municipality from all actions, suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury including death to any person and all damage to any property which may arise directly or indirectly by reason of a requirement of the contrail, save and except for damage caused by the negligence of the Municipality or its employees. The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all charges, fines, penalties and costs that may be incurted or paid by the Mun'rapality if the Municipality or any of its empbyees shall be made a party to any charge under the Occupational Health and Safety Act in relation to any violation of the Act arising out of this contract VISITING THE SITE The Company shall carefully examine the site and existing building and services affecting the proper execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions. No Gaim for extra payment will be albwed for work or difficulties encountered due to conditions of the site which were visible or reasonably inferable, prior to the date of submission of Bid. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. SAFETY The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. Wdhout limiting the generality of the foregoing, the Company shall satisfy all statutory requirements imposed by the O~upational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor andlor Empbyer with respect to or arising out of the performance of the Company's obligations under this Contract t r J r LJ r LJ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 10 of 11 SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) The Company shall be aware of and conform to all governing regulations including those established by the Municlpality relating to employee health and safety. The Company shall keep employees and subcontractors informed of such regulations. The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. 28. UNPAtD ACCOUNTS The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating to the work. The Municipality shall have the right at any time to require satisfactory evidence that the work in respect of which any payment has been made or is to be made by the Municipality is free and Gear of liens, attachments, claims, demands, charges or other encumbrances. 29. SUSPENSION OF WORK The Municipality may, without invalidating the contraG, suspend pertornance by the Company from time to time of any part or all of the work for such reasonable period of time as the Municipality may determine. The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. 30. CHANGES IN THE WORK The Municipality may, without invalidating the contract, direct the Company to make changes to the work. When a change causes an increase or decrease in the work, the contraG price shall be increased or decreased by the application of unit prices to the quantum of such increase or decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the Municipality and the Company. All such changes shall be in writing and approved by the Municipality. 31. CONFLICT OF INTEREST No empbyee or member of CounGl of the Municipality shall sell goods or services to the Municipality in accordance with the Municpality of Clarington Policy or have a direG or indirect interest in a Company or own a Company which sells goods or services to the Municipality. 32. MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA) All corcespondence, documentation, and informaton provided to staff of the Municpality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subjeG to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act. Offerers are reminded to identify in their proposal material any specific sGentific, technical, commercial, proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete proposals are not to be identfied as confidential. 33. CRIMINAL BACKGROUND CHECKS "The successful service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perform a criminal background check including Criminal Code (Canada} convictions, pardoned sexual offences, THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION t Page 11 of 11 SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and Food and Drugs Act and all outstanding warrants and charges for every individual who may ' come into direct contract with youth or who are permitted entrance to private or restricted areas or residences. This will be done at no cost to the Municpality and any such requested document will be submitted to the Municpality in its true form in advance of commencement of work. The Municipal issued identification card must be wom when individuals are at a site where there is direct contact with youth or where access to any private or restricted area is anticipated. The ' Municipal identification card is valid for the term of the contract only or a one year term, whichever comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion to prohibit an individual from coming into direct contact with youth or entering a private or restricted area on a regular basis and to terminate the contract if the , bidder/partner fails to obtain or renew the Municipal identification cards according to Municipal policy and procedure. The Municipality of Clarington reserves the right to cancel and/or suspend the contract ' immediately and unilaterally and without penalty to the Municipality should the service provider fail to provide the required documentation or otherwise adhere to this procedure. "The Chief Administrative Officer has the final say in determining any final action." r r LJ r'~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION Page 2 of 11 SCHEDULE (B) STANDARD TERMS AND CONDITIONS DEFINITIONS Municipality -The Corporation of the Municipality of Clarington, its successors and assigns. Bidder -The person, fine or corporation submitting a bid to the Municipality. Company -The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it successors and assigns. Contract -The purchase order authorizing the company to perform the work, purchase order alterations, the document and addenda, the bid, and surety. Subcontractor - A person, fmn or corporation having a contract with the company for, or any part of, the work. Document -The document(s) issued by the Municipality in response to which bids are invited to pertorm the work in accordance with the specifications contained in the document. Bid - An offer by a Bidder in response to the document issued by the Municipality. Work -All labour, mathrials, products, artides, fixtures, services, supplies, and acts required to be ' done, famished or pertormed by the company, which are subject to the Contract. 2. ~BMISSION OF BID ' Bid invitation shall be in accordance with the Municpality of Clarington Purchasing By-law #201)6- 127 and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for evaluating bids, awarding and administering the contract in accordance with the ' Purchasing ey-law: The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless ' otherwise provided herein. The enveope must not be covered by any outside wrappings, i.e. courier envelopes or other coverings. The bid must be signed by a designated signing officer of the Bidder. If a joint bid is submitted, it must be signed on behalf of each of the Bidders. The bid must be Iegibie, written in ink, or typewritten. Any form of erasure, strikeout or over-writing must be initialled by the Bidder's authorized signing officer. The bid must not be restricted by a covering letter, a statement added, or by alterations to the ' document unless otherwise provided herein. Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's bidder's list. A bid received after the closing date and time will not be considered and will be returned, unopened. Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final. r 1 CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 J SCHEDULE `C' ' P:~Pttzttz-asni~s~tci.zoo-~o-s~nedub~c>.dx i~ SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE POLICY: Contractors and Sub-contractors are responsible to ensure that their personnel are updated on all safety concerns of the workplace and are aware of the safety requirements as required by the Contractor under the Occupational Health and Safety Act. Safety pertonnance will be a consideration in the awarding of contract. Under the Occupational Health and Safety Act (Section 23 (1), (2)), it is the Constructor's responsibility to ensure that: ~. the measures and procedures prescribed by the Occupational Health and Safety Aci and the Regulations are carried out on the rp oiect; • every employer and every worker performing work on the ro ect complies with the Occupational Health and Safety Act and the Regulations (under the Act); and • the heaRh and safety of workers on the ra oject is protected. • Where so prescribed, a constructor shall, before commencing any wdrk on a project, give to a Director notice in writing of the project containing such information as may be prescribed. ^r DEFINITIONS: Contractor- any individual or firm engaged by the Municipality to do work on behalf of the Municipality. Project - means a construction project, whether public or private, including, ~` the construction of a building, bridge, structure, industrial establishment, mining plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway, parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph, telephone or electrical cable, pipe line, duct or well, or any combination thereof, the moving of a building or structure, and ~ any work or undertaking, or any lands or appurtenances used in connection with construction. Construction -includes erection, alteration, repair, dismantling, demolition, structural maintenance, painting, land clearing, earth moving, grading, excavating, trenching, digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant, and any work or undertaking in connection with a project. z SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... Constructor - means a person who undertakes a project for an owner and includes an owner who undertakes all or part of a project by himself or by more than one employer. Project Manager- means the municipal management representative who has responsibility for a contract. PROCEDURE: .o The following items are required before any Contractors are hired by the Municipality. a) Before beginning a project, the project manager or delegate must determine whether any designated substances/hazardous materials are (or will be) present at the site and prepare a list of all these substances. b) The project manager or delegate must include, as part of the request for tender/quotations, a copy of the above-mentioned list. The list of designated substances/hazardous materials must be provided to all prospective constructors and/or contractors. c) The request for tender/quotations will require prospective contractors to incude a list of the designated substances/hazardous materials that will be brought onto the work site and material safety data sheets. d) Before awarding a contract, contractor(s) will be required to complete and sign the Health and Safety Practice Form (Schedule "C1"). The Purchasing Office will maintain all contractors safety performance records. e) As part of the tender/quotation condtions, before award of a contract, the ~ contractor will be required to provide proof that all workers involved with the l H lth i ea ona project have the proper WHMIS training, as required by the Occupat and Safety Act. f) As part of the tender/quotation conditions, before award of a contract, the contractor must provide details of their Health and Safety program. g) The project manager or delegate must provide the successful contractor with a workplace orientation, which will include, but not limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. A workplace orientation/Job Safety Instruction Checklist to be leted (see Compliance page 9) com . p h) Before the start of the assignment, the following documentation will be provided to the successful contractor, by the project manager or delegate. i) Copies of the Municipal Corporate Health and Safety Program ii) Departmental health and safety policies iii) Workplace procedures regarding health and safety practices: 3 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... i) The contractor has the responsibility to provide any and all prescribed personal protective equipment for their own workers, to include as a minimum but not limited to hard hats and safety boots. If a worker(s) fails to comply with any program, policy, rule or request n;gaMing health and safety, that person(s) is not ~ allowed on the site until the person(s) complies. _ j) The Municipality will retain the right to document contractors for all health and safety wamings andlor to stop any contractors' work ff any of the previously ~, mentioned items are not in compliance. Similarly, the Municipality will have the right to issue wamings andlor to stop work if there are any violations by the contractor of the Occupational Health and Safety Act, Municipal Health and Safety programs, policies, rules, andlor rf the contractor creates an unacceptable heath and safety hazard. Written wamings and/or stop work orders can be given to contractors using Contractor Health and Safety blaming/Stop Work Order Form (Schedule "C3"). k) Where applicable, the Municipality will retain the right to allow municipal employees to refuse to work in accordance with the established policy and the Occupational Heath and Safety Act, in any unsafe conditions. I) The Purchasing Department will maintain current certificates of clearance until all monies owing have been paid to the contractor. m) Responsibility for ensuring contractor compliance to this policy falls upon the project manager or designate. This will include identification, evaluation and control practices and procedures for hazards and follow-up and issuing of ~ Contractor Health and Safety Warning/Stop Work Orders. i ~l 1 _1 4 r SCHEDULE(C1) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... HEALTH AND SAFETY PRACTICE FORM ^ To Contractor(s): The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To ensure the Municipal workplace is a healthy and safe working environment, contractors, constructors and subcontractors must have knowledge of and operate in compliance with the Occupational Health and Safety Act and any other legislation pertaining to employee health and safety. In order to evaluate your company's health and safety experience, please provide the accidenUincident and/or Workplace Safety and Insurance Board (WSIB) information noted below, where applicable. ~, • The New Experimental Experience Rating (NEER) ~ - The WSIB experience rating system for non-construction rate groups ............................................................................................. • The Council Amended Draft #7 (CAD-7) Rating -The WSIB experience rating system for construction rate groups • Injury frequency performance for the last two years -This may be available from the contractor's trade association ............................................................................................. • Has the contractor received any Ministry of Labour warnings or orders in the last two years? (If the answer is yes, please include the infraction). • Confirmation of Independent Operator Status -The WSIB independent operator number assigned: (Bidders to include the letter confirming this status and number from WSIB with their bid ,~' submission.) ~11 5 SCHEDULE (C2) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... ' CONTRACTOR'S STATEMENT OF RESPONSIBILITY As a contractor working for the Municipality of Clarington, I/we will comply with all procedures and requirements of the Occupational Health and Safety Act, Munidpal safety policies, department and site speafic policies and procedures and other applicable legislation or regulations. IMre will work safely with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of the public. 1. The contractor/successful tenderer certifies that R, its employees, its subcontractors and their employees, a) are aware of their respective duties and obligations under the Occupational Health and Safety Act, as amended from time to time, and all Regulations thereunder (the "Act"); and b) have sufficient knowledge and training to perform all matters required pursuant to this contract/tendersafcly and in compliance with the Act. 2. In the performance of all matters required pursuant to this contract/tender, the contractoNsuccessfultcnderer shall, a) act safely and comply in all respects to the Act, and b) ensure that its employees, it subcontractors and their employees ad safely and complying all respects with the Act. 3. The contractor/successful tenderer shall rectify any unsafe act or practice and any non-compliance with the Act at its expense immediately upon being notified ~` by any person of the existence of such act, practice ornon-compliance. 4. The contractor/successful tenderer shall permit representatives of the Municipality and the Health and Safety Committee on site at any time or times for the purpose of inspection to determine compliance with this contractor/tender. ~, 5. No act or omission by any representative of the Municipality shall be deemed to be an assumption of any of the duties or obligations of the contractor/successful tenderer or any of its subcontractors under the Act. 6• The contractoNsuccessful tenderer shall indemnify and save harmless the Muniapality, ~~ a) from any loss, inconvenience, damage or cost to the Municipality which may resuR from the contractor/successful tenderer or any of its employees, its subcontractors or their employees failing to act safely or to comply in all respects with the Actin the performance of any matters required pursuant to this contract/tender, 6 SCHEDULE (C2) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... b) against any action or ctaim, and costs related thereto, brought against the Municipality by any person arising out of any unsafe act or practice or any non-compliance with the Act by the contractorisuccessful tenderer or any of its employees, its subcontractors or their employees in the pertormance of any matter required pursuant to this contracUtender; and c) from any and all charges, fines, penalties, and costs that may be incurred or paid by the Municipality (or any of its council members or employees) shall be made a party to any charge under the Actin relation to any vio/lation of the Act arising out of this contracUtender. ........ %c!O~/../../!/f~il~dGi~,4E GiD ~- ~.P~~ /EDESC c7 Contractor Name of Person Signing for Contractor ,1~~~~.. ~ s zv~o Sign ure of Contractor ~ Date ^~ SCHEDULE (C3j ~ CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of this form is to: (Issuer to check one of the following) _ Provide warning to the contractor to immediately discontinue the unsafe work practice described below _ Direct the contractor to immediately cease all work being performed under this contrail due to the unsafe work practice described below. PART "A" -DETAILS OF CONTRACT CONTRACT/P.O. # DESCRIPTION: ;~ ~~ NAME OF FIRM: 8 SCHEDULE (C3) CONTRACTOR SAFETY PART "B" -DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) DATE & TIME OF INFRACTION: DESCRIPTION OF INFRACTION INCLUDING LOCATION: ORDER GIVEN BY MUNICIPALITY: DID THE CONTRACTOR COMPLY WITH THIS ORDER? DATE & TIME OF COMPLIANCE: ISSUED TO: CONTRACTOR'S EMPLOYEE TITLE ISSUED BY: MUNICIPAL EMPLOYEE, DEPARTMENT TITLE PART "C" -ADDITIONAL COMMENTS THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME WORK RESUMED, FURTHER ACTION TAKEN, ETC. r CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 i~ SCHEDULE `D' } ~ CL2010-10 -Schedule (D).doc { ~ f lar' n Leading the Way CONTRACTQR PERFaRMnNCF Feet nertnu w Contractor Name: Date of Evaluation: Pro ect Name/Number. Owner/Mana er: roximate Vatue of Pro' ct: Su erintendent: Pro ect Com lexit Foreman: Consultant: Please answer the foNowing as accurately as possible rating the goods and services received on a scale of 1 to 5, with 1 indicating poor and 5 indicating excellence. If you want to provide additional explanations or comments, please feel free to use the back of this form. USER DEP,AF~TME{~T~_ . . $ ~" 5 _.____~. ~. _.._ .... ....... ........y alternatives ~. s J 4 9: 7 Administration/Documentation ` 1 "- 2. . 3 4 5 8 Communications and courtesy to public 1 2 ~ ~ 5 9 Communication/cooperation with Contract Administrator 1 2 3 4 5 10 Neatness of site and compound 1 2 3 4 5 11 Safety 1 2 3 4 5 _. `Details t0 belnChl(tP.Ct nn aHarhod ehnet I ~_ ~ Bonding /Safety YES NO If yes, were issues satisfactorily Any Bonding Issues resolved? Any Safety Issues Comments: Evaluation provided by (print name) Title Signature Date Reviewed by Consultant's Construction Manager Reviewed by Municipality's Construction Manager r + i ~J r CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 ~9 INSTRUCTIONS TO TENDERERS P:1Dept 12\12-297711Specs1CL2010-70 - IT.doc PAGE ONE INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2010-10 1. GENERAL SEALED Tenders plainly marked "Contract No. CL2010-10" will be received until: 2:00:00 P.M., LOCAL TIME, MONDAY, MAY 31, 2010 and shall be addressed to: Ms. Patti Barrie, Clerk ' Corporation of the Municipality of Clarington ~ 40 Temperance Street Bowmanville, Ontario L1C 3A6 Tenders must be time-stamped at the above noted location to be considered. Late submissions will not be accepted and will be returned unopened without exception. The use of the mail or courier services for delivery of a Tender will be at the risk of the Bidder. The Tender must come into the possession of the above-mentioned representative of the Municipality before the deadline for submission or the Tender will be returned to the Bidder unopened. In the event that th T d i h d d e en er s an elivered and is received past the deadline for submission , the Tender envelope will be time stamped and returned unopened to the deliverer immediately. In the event that the Tender is received by a means other than 'in person' and is received past the submission deadline, it will be time stamped and returned unopened by courier. Note: Since Tenders must be submitted in a sealed envelope, submissions by facsimile or electronic delivery, secured or otherwise, are not acceptable. y~ The onus unequivocally remains with the Bidder to ensure that Tenders are delivered to the ~I Municipal Clerk, Clerks Office, 2ntl Floor, before the deadline for submission, in accordance with the submission instructions. Requests for adjustments to submitted Tenders by telephone, fax or ~ electronically will not be considered. • The Municipality shall not be liable for any cost of preparation or presentation of Tenders, and all Tenders and accompanying documents submitted by the Bidder become the property of the Municipality and will not be returned. There will be no payment to Bidders for work related to and materials supplied in the preparation, presentation and evaluation of any Tender, nor for the Contract negotiations whether they are successful or unsuccessful. The Municipality, its elected officials, employees and agents shall not be responsible for any liabilities, costs, expenses, loss or damage incurred, sustained or suffered by any Bidder, prior or subsequent to, or by reason of the acceptance, or non-acceptance by the Municipality of any Tender, or by reason of any delay in the acceptance of any Tender. 2. BLANK FORM OF TENDER '" One copy of the Tender, on the forms provided, shall be submitted. All information requested shall be shown in the Tender, in the space provided. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2010-10 2• 3. TENDER DEPOSITS All Tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount defined below, made payable to the Authority, as a guarantee for the execution of the Contract. TotalTenderAmount Minimum Deposit Required $ 20,000.00 or less $1,000.00 $ 20,000.01 to 50,000.00 2,000.00 $ 50,000.01 to 100,000.00 5,000.00 $ 100,000.01 to 250,000.00 10,000.00 $ 250,000.01 to 500,000.00 25,000.00 $ 500,000.01 to 1,000,000.00 50,000.00 $1,000,000.01 to 2,000,000.00 100,000.00 $2,000,000.01 and over 200,000.00 4. 5. All deposits will be returned within ten days after the Tenders have been opened except those which the Authority elects to retain until the successful Tenderer has executed the Contract Documents. The retained tender deposits will be returned when the successful Tenderer has fully complied with the conditions outlined in the Contract Documents. BONDS The Contractor is required to provide a Performance Bond, and a Labour and Material Payment Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his faithful performance of this Contract and his fulfillment of all obligations in respect of maintenance and payment for labour and materials used on this work. Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or authorized to carry on business in Canada. An Agreement to Bond must be submitted with the Tender bid. Bonding company standard "Agreement to Bond" forms are acceptable. RIGHT TO ACCEPT OR REJECT TENDERS The Authority reserves the right to reject any or all Tenders or to accept any Tender should it be deemed to be in its best interest to do so. Tenders which are incomplete, conditional or obscure, or which contain additions not called for, erasures, alterations, or irregularities of any kind, may be rejected as informal. Tenders will not be accepted unless submitted in the envelopes provided. r INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2010-10 6. UNACCEPTABLE TENDERS Each Item in the Tender Form shall include a reasonable price for such Item. Under no circumstances will an unbalanced Tender be considered. The Authority and the Contract Administrator will be the sole judge of such matters, and should any Tender be considered to be unbalanced, then it will be rejected by the Authority. ~ 7. ABILITY AND EXPERIENCE OF TENDERER The Authority reserves the right to reject any Tender where satisfactory evidence of sufficient capital, plant and experience to successfully prosecute and complete the work in the specified time, is not furnished by the Tenderer. 8. REFERENCES ^ Bidders are advised that they are required to submit three (3) references on the form provided in ^ the Tender Form section of the Tender Documents. Failure to do so may result in the bid not being accepted by the Municipality. As requested by the Municipality, references will be checked by the Contract Administrator or Municipality during the Tender review process. 9. HARMONIZED SALES TAX (HST) The Tenderer shall NOT include any amount in his Tender unit prices for the Harmonized Sales Tax. The HST will be shown on each payment certificate and will be paid to the Contractor in addition to the amount certified for payment and will, therefore, not affect the Contract unit prices. 10. EXECUTE CONTRACT DOCUMENTS Tenders shall be open for acceptance for a period of 90 days after the closing date. After this time, the Tender may only be accepted with the consent of the successful Tenderer. The successful Tenderer shall execute the Contract Documents and furnish the required bonds within 10 calendar days of receipt of notification of Acceptance of Tender. Failure by the successful Tenderer to meet the above requirements will entitle the Authority to cancel the award of the Contract and to retain the Tender deposit as compensation for damages sustained due to the successful Tenderer's default. The Authority may then award the Contract to one of the other Tenderers or take such other action as it chooses. 11. COMMENCEMENT OF WORK The successful Tenderer shall commence work at the site within 7 calendar days of the official commencement date as specified in the written order issued in accordance with GC7.01.02 of the General Conditions. 3. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2010-10 4• 12. LOCATION The work is Located on Jane Street, between Liberty Street and Simpson Avenue, in Bowmanville, Municipality of Clarington. 13. TENDERERS TO INVESTIGATE Tenderers must satisfy themselves by personal examination of the site and by such other means as they may prefer as to the actual conditions and requirements of the work. The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are commensurate with the nature of the work. It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works, determine the location of any buried or obstructing services and make satisfactory arrangements for interference with such service with the proper jurisdictional agency. 14. INQUIRIES DURING TENDERING The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications shall be directed to the Contract Administrator, AECOM, Telephone: 905-372-2121, Attention: Troy MacArthur, C.E.T. or Will McCrae, P.Eng. i 15. AWARD OF THE CONTRACT The award of this Contract is subject to the approval of the Municipality of Clarington. 16. DEFINITION OF OWNERIAUTHORITY AND ENGINEERlCONTRACT ADMINISTRATOR Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be ' interpreted as meaning the Corporation of the Municipality of Clarington. Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the "Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington". Wherever the word "Contract Administrator" or "Engineer"' appears in this Contract it shall be deemed to mean the Consultants, AECOM, or such other officers, as may be authorized by the Authority to act in any particular capacity. 17. ADDENDA The Contractor shall ensure that all addenda issued during the tendering period are signed and attached as part of the submitted bid. The Contractor must also sign and acknowledge addenda in the space provided on the Form of Tender. Failure to do so may result in the submitted Tender being rejected. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2010-10 18. UTILITIES For additional information regarding existing utilities the Contractor may contact the following personnel: 5. Ms. Kimberly McLellan Mr. Jamie Rochford Bell Canada Enbridge Consumers Gas Tel: 905-433-3061 Tel: 1-416-758-7933 M s. Cindy Ward Mr. Jim Hisson Roger Cable T.V. Ltd. Hydro One Tel: 905-436-4138 Tel: 1-90523-1071 ext 3318 Mr. Peter Petriw Veridian Connections Tel: 1-888-445-2881 ext. 3252 19 TENDER OPE . NING MEETING The Tender opening meeting is scheduled to take place at 2:15:00 P.M. after the closing time and date in Council Chambers, 40 Temperance Street, Bowmanville, Ontario and interested bidders are invited to attend. ~ 20. PROVISIONAL ITEMS After the Tender closing, the Items in the Itemized Bid noted as being "Provisional" may have quantities modified or may be deleted from the Contract at the sole discretion of the Owner without negotiating with the bidders regardless of the percentage of the Tender the individual or combined "Provisional Items' represent. No consideration for loss of overhead costs will be considered should these Items be deleted from the Contract. CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 r SPECIAL PROVISIONS -GENERAL P:1Dept 12112-297711Specs1CL2010-10-SPG.doc i~ INDEX SPECIAL PROVISIONS-GENERAL CONTRACT NO. CL2010-10 CLAUSE SUBJECT PAGE 1. PLAN QUANTITY ITEMS ................................................................................................ ....1 2. GUARANTEED MAINTENANCE ............................................... ,.„... ............................. _„_1 3. 4. CONTRACT TIME AND LIQUIDATED DAMAGES .......................................................... CONTRACTOR'S AUTHORIZED REPRESENTATIVE ....1 ................................................... ....2 5. OPS GENERAL CONDITIONS ........................................................................................ ....2 6. LAYOUT BY CONTRACT ADMINISTRATOR ........................... ...................................... .... 2 7. RESTRICTIONS ON OPEN BURNING ........................................................................... ....2 8. PAYMENTS ............................................................................................................... 3 9. ...... UTILITIES ........................................................................................................................ .... ....3 10. DUST CONTROL ..............................................:............................................................. ....4 11. TRAFFIC CONTROL, FLAGGING ...................... . ............................................................ ' ....4 12. CONTRACTOR S SUPPLY OF CONSTRUCTION SIGNS .............................................. ....4 13. MAINTENANCE OF TRAFFIC ......................................................................................... ....5 14. EMERGENCY AND MAINTENANCE MEASURES ........................................................... ...6 15. ENGINEERING FIELD OFFICE ....................................................................................... ...6 16. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL ............................................. ...7 1 17 OCCUPATIONAL HEALTH AND SAFETY ACT 1991 -DESIGNATED SUBSTANCES . ..7 18. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHIMIS) ............... ...8 19. SPILLS REPORTING ................................................................................... 8 20. .................... TRAFFIC AND STREET SIGNS ........................ . .............................................................. ... ...9 21. GARBAGE COLLECTION AND MAIL DELIVERY SERVICE ............................................ ...9 22. ASPHALT MIX DESIGNS .................................... . ............................................................ ...9 23. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES ........................................................................................................................... ...9 24. CONFINED SPACE ENTRY ............................................................................................. .10 25. ENTRY ONTO PRIVATE PROPERTY ............................................................................. .10 26. STORAGE AREAS .......................... ......................... ....................................................... .10 27. GENERAL LIABILITY INSURANCE ................................................................................. .10 28. CONSTRUCTION LIEN ACT ................................. ............ ............................................... .11 29. PAYMENT FOR ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S PERFORMANCE GRADED ASHPALT CEMENT PRICE INDEX .11 30. VARIATIONS IN TENDER QUANTITIES .......................................................................... 13 31. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR ................................................................................................................. 14 r PAGE ONE SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 1. PLAN QUANTITY ITEMS Measurement for payment of the items designated (P) in the itemized bid is by plan quantity, as may be revised by adjusted plan quantity. 2. GUARANTEED MAINTENANCE Section GC7.16 of the General Conditions is revised in that the Contractor shall guarantee and maintain the entire work called for under this Contract for a period of twenty-four (24) months. The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all defects or deficiencies in the work, both during the construction and during the period of maintenance as aforesaid. The Contractor shall commence repairs on any work identified as defective under this clause within 48 hours of receipt of notice from the Authority or the Contract Administrator. The decision of the Authority and the Contract Administrator shall be final as to the necessity for repairs or for any work to be done under this Section. 3. CONTRACT TIME AND LIQUIDATED DAMAGES (1) Time Time shall be of the essence for this Contract. For purposes of this Contract, GC1.04 of the General Conditions is revised, in that Contract Time means the time stipulated herein for Completion of the Work as defined in Clause GC1.06. (2) Progress of the Work and Contract Time The Contractor shall accomplish completion of this contract as defined in GC1.06 of the General Conditions on or before October 30, 2010. If the Contract time 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 insure that the work will be completed within the Contract time 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. (3) Liquidated Damages It is agreed by the parties to the Contract that in case all the work called for under the Contract is not completed by the date specified, or as extended in accordance with Section GC3.06 of the General Conditions, a loss or damage will be sustained by the Authority. Since it is and will be impracticable and extremely difficult to ascertain and determine the actual loss or damage which t t SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 2• the Authority will suffer in the event of and by reason of such delay, the parties hereto agree that the Contractor will pay to the Authority the sum of ONE THOUSAND DOLLARS ($1,000.00) as liquidated damages for each and every calendar day's delay in achieving completion of the work beyond the date prescribed. It is agreed that this amount is an estimate of the actual loss or damage to the Authority which will accrue during the period in excess of the prescribed date for completion. The Authority may deduct any amount under this paragraph from any moneys 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 Authority. ~ 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE Authorized representative as referenced in GC7.01.10 is defined as an employee of the Contractor. r 5. OPS GENERAL CONDITIONS i Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as meaning the OPS General Conditions of Contract, November 2006. , 6. LAYOUT BY CONTRACT ADMINISTRATOR Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by the addition of the following: ,r The Contract Administrator shall layout and establish the primary alignment and grade controls necessary for construction. The Contractor shall provide the Contract Administrator with sufficient advance notice of his requirements to permit appropriate scheduling of the layout work. The layout pertormed by the Contract Administrator shall be sufficient to permit construction of the work by the Contractor in compliance with the Contract Documents, but shall not relieve the ' Contractor of his responsibility for the provision of qualified personnel and normal tools of the trade, as necessary for the transfer or setting of the secondary lines and grades from the primary controls provided. Tools of the trade are interpreted to include but not necessarily be limited to hand and line levels, boning rods, tape measures, lasers, etc. RESTRICTIONS ON OPEN BURNING Open fires will not be permitted within the limits of this Contract. Brush and debris may as an alternative to burning, be disposed of outside the Contract Limits and in compliance with the requirements specified elsewhere for Management and Disposal of Excess Material. `~ 'J s SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 8. PAYMENTS Except as herein provided, payments under this Contract will be made in accordance with Section GC8.02.03 of the General Conditions. Notwithstanding the provisions of the General Conditions respecting certification and payment, the Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of 46 days from the date of publication of the Certificate of Substantial Performance, to enable the Contract Administrator to produce the final detailed statement of the value of all work done and material furnished under the Contract. As a condition of holdback reduction from 10% to 2-112%, the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07.03(b) and advertise the Certificate of Substantial Performance per GC8.02.03.04.03. As a condition of Progress Payment Certificate processing, the Contractor must provide a current WSIB Clearance Certificate and a Statutory Declaration in support of each Progress Payment Certificate and an updated project schedule as directed by the Contract Administrator. All interim monthly certificates are not conclusive as to the value or quality of services provided and payment certificates are subject to reopening and readjustment. The Completion Payment Certificate to include release of the remaining holdback will be issued within 120 days after the date for completion as specified under GC1.06. The date for interest due to late payment shall commence following 180 days after the date of completion of the work. As a condition of the final holdback payment, the Contractor shall provide the required Property Owner's Releases as specified elsewhere, as appropriate. Acceptance by the company of the final holdback payment shall constitute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance with the Contract and still unsettled. The Contractor shall include in his price for the publication of the Certificate of Substantial Performance. Publication is mandatory whether Contractor requests Substantial Performance or rt not. 3. The Contractor is advised that the Authority may withhold payment on Interim and Holdback Release Certificates up to 30 calendar days from the date of receipt of the executed Payment Certificates. Payments made hereunder, including final payment shall not relieve the Contractor from its obligations or liabilities under the contract. The Authority shall have the right to withhold from any sum otherwise payable to the Contractor such amount as may be sufficient to remedy any defect or deficiency in the work pending correction ,_ of it. 9. UTILITIES Sections GC2.01.01 and GC7.13.02 of the General Conditions are deleted in their entirety and are replaced by the following: "The Contractor shall be responsible for the protection of all utilities at the job site during the time of construction." r SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 4. The Authority will be responsible for the relocation of utilities where required. However, no claims will be considered which are based on delays or inconvenience resulting from the relocation not being completed before the start of this Contract. The location and depth of underground utilities shown on the Contract drawings are based on the investigations made by the Authority. It is, however, the Contractor's responsibility to contact the appropriate agencies for further information in regard to the exact location of all utilities, to exercise the necessary care in construction operations and to take such other precautions as are necessary to safeguard the utilities from damage. 10. DUST CONTROL As a part of the work required under Section GC7.06 of the General Conditions, the Contractor shall take such steps as may be required to prevent dust nuisance resulting from his operations either within the right-of-way or elsewhere or by public traffic where it is the Contractor's responsibility to maintain a roadway through the work. Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and grinders of the wet type shall be used together with sufficient water to prevent the incidence of dust, wherever dust would affect traffic or wherever dust would be a nuisance to residents of the area where the work is being carried out. The cost of all such preventative measures shall be borne by the Contractor. 11. TRAFFIC CONTROL, FLAGGING Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in OTM Book 7 (Ontario Traffic Manual), and as per the requirements of the Ontario Health and Safety Act Reg. 213/91, Section 69.1. 12. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS In accordance with Section GC7.07 of the General Conditions, the Contractor is responsible for the ' supply, erection, maintenance and subsequent removal of all temporary traffic controls, including signs, lights, barricades, delineators, cones, detour signage, etc., required on the work. "OTM Book 7" f th . e Traffic controls shall be provided in general accordance with the latest edition o A Traffic Control Plan indicating all traffic signage layout and types in a neat legible manner shall be submitted for approval by the Contract Administrator a minimum of two weeks prior to construction commencement and shall be in accordance with the latest edition of the "OTM Book 7'. Revisions to the Traffic Control Plan shall be made to reflect ongoing changes on the project as needed and shall be approved by the Contract Administrator. Traffic controls shall be operational before work affecting traffic begins. SPECIAL PRO4ISIONS -GENERAL CONTRACT NO. CL2010-10 5 i A minimum of four (4) TC-67 signs shall be supplied and erected by the Contractor at Contract limits with approved text, as directed by the Contract Administrator. The Contractor shall maintain signs for the duration of Construction, including removal upon completion. 13. MAINTENANCE OF TRAFFIC Jane Street may be closed to through traffic between Liberty Street and Simpson Avenue, to accommodate the underground and surface improvements on Jane Street. Intersections at Liberty Street and Simpson Avenue shall remain operational at all times. The Contractor may wish to temporarily close one (1) lane of traffic in accordance with the procedures outlined in the latest edition of OTM Book 7 (Ontario Traffic Manual), to facilitate construction of the improvements at these locations. The Contractor will be responsible for submitting detour route(s), as required by the construction staging, for approval by the Contract Administrator. The Contractor shall ensure that every reasonable effort shall be made to provide vehicular access to homes and other properties within the limits of each block at the end of each working day. Where this is not possible prior arrangements must be made with affected home owners. It is understood that implementation of traffic controls will require ongoing review and adjustment to suit construction operations. No deviation from the above procedure will be allowed except with the approval of the Engineer. Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface within the Contract limits in a condition satisfactory to the Engineer and such that any emergency vehicles may have immediate access to any building located within the limits of this Contract. The Contractor shall be responsible for all signing at the Contract limits and within the Contract limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of road closures at least 24 hours in advance of such closures and to notify these same authorities when such closures are no longer in effect. The Municipality will place the initial advertisements for the road closure. It will be the Contractor's responsibility to keep the Police, Fire, Hospital and Ambulance services informed of any changes to the road closure. - It is the responsibility of the Contractor to visit the site to become familiar with existing traffic volumes and patterns. No specific AADT (Average Annual Daily Traffic) is available at this time. However, the Contractor shall take into consideration all traffic into and out of the job site area as will occur during regular working hours. No claims for delays due to traffic will be considered for compensation. The Contractor shall be responsible for all detour signing outside contract limits. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 s• 14. EMERGENCY AND MAINTENANCE MEASURES Whenever the construction site is unattended by the general superintendent, the name, address and telephone number of a responsible official of the contracting firm, shall be given to the Contract Administrator. This official shall be available at all times and have the necessary authority to mobilize workmen and machinery and to take any action as directed by the Contract Administrator in case emergency or maintenance measures are required regardless whether the emergency or requirement for maintenance was caused by the Contractor's negligence, act of God, or any cause whatsoever. It shall be the Contractor's responsibility to ensure that erosion and sedimentation control measures within the limits of the Contract are in place and fully operational to the satisfaction of the Contract Administrator, should the onset of severe inclement weather be forecast. Should the Contractor be unable to carry out immediate remedial measures required, the Authority , will carry out the necessary repairs, the costs for which shall be charged to the Contractor. 15. ENGINEERING FIELD OFFICE i The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive use of the Contract Administrator. This office shall be located as directed by the Engineer, but in nc case shall be more than one kilometre from the Contract limit. The Contract Administrator's office shall have a minimum of 17 mZ of floor area, with a clear ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden floor raised at least 0.3 m clear of the ground. The office shall be fitted with a minimum of two glazed windows, both of which can be opened and are fitted with screens. The door shall have a reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor shall supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a fax machine, a waste paper basket and a broom. Within the office, the Contractor shall also include the supply of a separate phone line for use by the Contract Administrator, provided with a dedicated high-speed Internet line (e-mail service). Where the Contractor elects to supply a combination office for the use of the Contract Administrator and his own staff, the minimum requirements for the Contract Administrator's accommodation as outlined shall be met. In addition, separate outside access for each office shall be provided and the Contract Administrator's office shall be partitioned off from that of the Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a lock or closer on the Contract Administrator's side. Where the field office is situated remote from abuilt-up area and where alternate toilet facilities are not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet, in a location convenient to the Contract Administrator's office. The field office and other facilities shall be provided at the site within 14 days of the Date of Notification to Commence Work or on the date of the Contractor's actual commencement of work, whichever date occurs first, and shall remain at the site, if the Contract Administrator so requires, for a period of up to two months after the completed work is accepted by the Authority. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 7. 16. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL The requirements of OPSS 180 shall apply to this Contract, revised as follows: 1 Section 180.03, Definitions, shall be amended by the addition of the following: Work area: means the road allowance, right-of-way, and property with a boundary common to the road allowance or right-of-way within the Contract limits. 2 Subsection 180.07.02, Conditions on Management as Disposable Fill, shall be amended by the addition of the following: Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill or bedding. The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 180-1, OPSF 180-2, OPSF 180-3 and OPSF 180-4 and 180-5 for use where appropriate with respect to disposal of excess material. 17. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 -DESIGNATED SUBSTANCES In accordance with the requirements of Section 18a(1) of the Occupational Health and Safety Act, the Authority has determined that the designated substances as listed hereunder are present on the site and within the limits of this Contract. i Designated Substance Identified on this Site Location Acrylonitrile No Arsenic No Asbestos Yes Existing Sanitary Sewer on Jane Street Portions of Existing Storm Sewer on Jane Street Benzene No Cake Oven Emissions No Ethylene Oxide No Isocynates No Lead No Mercury No Silica No Vinyl Chloride No SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 8. It is the responsibility of the Contractor to ensure that all sub-contractors pertorming work under this Contract have received a copy of this specification, where Designated Substances are identified as being present at the site of the work. The Contractor shall comply with the governing Ministry of Labour Regulations respecting protection of workers, removal, handling and disposition of the Designated Substances encountered on this Contract. Prior to commencement of this work, the Contractor shall provide written notification to the Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario M4H 1AB, of the location(s) proposed for disposal of Designated Substances. A copy of the notification shall be provided to the Contract Administrator a minimum of two weeks in advance of work starting. In the event that the Ministry of the Environment has concems with any proposed disposal location, further notification shall be provided until the Ministry of the Environment's concerns has been addressed. All costs associated with the removal and disposition of Designated Substances herein identified, shall be deemed to be included in the appropriate tender items. Should a Designated Substance not herein identified be encountered in the work, then management of such substance shall be treated as Extra Work. 18. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHIMIS) Reporting Section GC4.03.06 is deleted and replaced with the following: Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a list of those products controlled under WHMIS which he expects to use on this Contract. Related Material Safety Data Sheets shall accompany the submission. All containers used in the application of products controlled under WHMIS shall be labeled. The Contractor shall notify the Contract Administrator of changes to the list in writing and provide the relevant Material Safety Data Sheets. 19. SPILLS REPORTING Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or are likely to cause adverse effects shall forthwith be reported to the Contract Administrator. Such spills or discharges and their adverse effects shall be as defined in the Environmental Protection Act R.S.O. 1990. All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all spills or discharges from this equipment that are a result of the Contractor's operations shall, unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to the Contract Administrator. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 8 This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills or discharges. 20. TRAFFIC AND STREET SIGNS The Contractor will be responsible for the removal and salvage of existing traffic and street signs, and their delivery to the Authority's Works Department Yard, for re-erection by the Authority following completion of the work. Scheduling for sign removal shall be as approved in advance by the Contract Administrator. Regulatory signs such as "Stop" and "Yield" must be maintained throughout. 21. GARBAGE COLLECTION AND MAIL DELIVERY SERVICE The Contractor will be responsible for ensuring that garbage collection, including recyclables, is maintained and when necessary, the Contractor shall make arrangements directly with the collecting agency, to permit and coordinate pick-up. r 22. ASPHALT MIX DESIGNS The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt required for the work, or for having the necessary mix designs prepared by a certified laboratory. The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract Administrator for his approval and no work shall commence until the design mixes are approved. All costs associated with the provision of approved mix designs shall be borne by the Contractor. Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix required by this Contract. i 23. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES Clause GC7.01.07 of the OPS General Conditions of Contract is amended by the addition of the following: Detailed written procedures addressing the confined space requirements of the Occupational Health and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213191, shall be clearly posted at the project site and available to all personnel, including the Contractor's workers, Authority staff, Contract Administrator, and Ministry of Labour inspectors. The procedures must include the rescue procedures to be followed during a rescue or evacuation of all personnel from an unsafe condition or in the event of personal injury. The Contractor shall have personnel trained in rescue procedures readily available on site. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2070-10 70. 24. CONFINED SPACE ENTRY , Without relieving the Contractor of his responsibilities under the Occupational Health and Safety Act the Contractor shall be responsible for the supply of personal protective equipment for the use of the Contract Administrator, in connection with confined space entry while the Contractor is operating on site. The following equipment shall be made available on request: Mechanical Ventilation Equipment • Gloves • Gas Detector (C95-80) • Full body harness securely attached to a rope • Rope Gas mask or dust, mist or fume respirator (optional) 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily available to supply air for instant egress) • 7 minute Escape Pack Explosion-proof temporary lighting , Adequate clothing to ensure protection against abrasions and contamination. In addition the Contractor shall provide a competent person who shall inspect all safety equipment , prior to use to ensure that it is in good working order and appropriate for the task at hand. ENTRY ONTO PRIVATE PROPERTY 25 . The Contractor shall not enter private property or property which is to be acquired to construct the works without the prior consent of the Contract Administrator. This requirement will be strictly enforced. 26. STORAGE AREAS Clause GC7.03.01 of the General Conditions of Contract is amended by the addition of the following: ' The use of the road right-of-way as a long term storage area is not allowed under this Contract. The storage of materials and movement of equipment will only be allowed for normally accepted construction practices. No Materials shall be stored on the existing sidewalk on the South Side of Jane Street between Liberty Street and Flett Street at any time. 27. GENERAL LIABILITY INSURANCE The Municipality of Clarington, The Regional Municipality of Durham and AECOM Canada Ltd. shall be named as additional insureds. (See Clause GC6.03.02.01) GC8.03.07 is re-numbered as GC6.03.08 and the following is inserted: r SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 11. GC6.03.07 Environmental Liability 01 The Contractor shall provide Asbestos /Environmental Impairment Liability Insurance with limits of not less than $5,000,000 per occurrence. Such insurance shall include all operations associated with hazardous materials removal. The Liability Insurance shall be kept in force for a period of 24 months from the date of Substantial Performance or until the work is accepted by the Municipality of Clarington, whichever is later. 28. CONSTRUCTION LIEN ACT The Contractor shall give the Authority notice in writing, immediately, of all lien claims or potential lien claims coming to the knowledge of the Contractor or his agents. When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien, the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal fees therefore, all interest costs and expenses incurred by the Authority and an additional sum equal to ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be in addition to any other remedy available to the Authority under the Contract Documents. r r Where any lien claimant asks from the Authority the production for inspection of the Contract Documents or the state of the accounts between the Authority and the Contractor, the Contractor shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made as compensation for the preparation of such accounting or for the preparation of the Contract, or both, as the case may be, and the Contractor acknowledges that such administrative fee shall be properly deductible, if the Authority should so choose, from monies otherwise payable to the Contractor under the terms of the Contract Documents. Where an application is brought to a judge of a competent jurisdiction to compel production of any particular document to a lien claimant, the Contractor further agrees to indemnify the Authority from reasonable legal fees incurred in appearing on such an application and in addition agrees to pay to the Authority its reasonable costs incurred in producing such documents to the extent that the same is made necessary under the disposition of the matter by such judge, and the Contractor further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be properly deductible from monies otherwise payable to the Contractor under the terms of the Contract Documents. 29. PAYMENT FOR ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S PERFORMANCE GRADED ASHPALT CEMENT PRICE INDEX The Owner will adjust the payment to the Contractor based on changes to the Ministry of Transportation's (MTO) performance graded asphalt cement price index unless the Contractor opts out by notifying the Municipality in writing within 5 business days of receiving permission to start work. Once the Contractor has opted out of payment adjustments based on the index, the Contractor will not be permitted to opt back in. The price index will be published monthly by the I MTO. The MTO price index will be used to calculate the amount of the payment adjustment per tonne of new asphalt cement accepted into the Work. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 12. 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. A payment adjustment per tonne of new asphalt cement will be established for each month in which paving occurs when the price index for the month differs by more than 10% from the price index for the month in which tenders were opened for the Contract. When the price index differential is less than 10%, there will be no payment adjustment established for that month. Payment adjustments due to changes in the price index are independent of any other payment adjustments made to the hot mix tender items. The payment adjustment per tonne will apply to the quantity of new asphalt cement in the hot mix accepted into the Work during the month for which it is established. However, a payment adjustment will not apply to paving work done after the approved time for completion of the Contract has expired, including the expiration of any extensions of time that have been granted. The payment adjustment for the month will be calculated from the following formulae: 1. When Ip is greater than 1.10 ITO, the payment adjustment per tonne of asphalt cement is (Ip - 1.10 ITO) and the Contractor receives additional compensation of: PA = (Ip -1.10 ITO) x quantity of new asphalt cement in tonnes 2. When Ip is less than 0.90 ITO, the payment adjustment per tonne of asphalt cement is (0.90 ITO - Ip) and the Owner receives a rebate of: PA = (0.90 ITO - Ip) x quantity of new asphalt cement in tonnes Where: PA =payment adjustment for new asphalt cement, in dollars ITO =performance graded asphalt cement price index for the month in which tenders were opened for the Contract Ip =performance graded asphalt cement price index for the month in which paving occurs The quantity of new asphalt cement includes all grades 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 will be calculated using the hot mix quantity accepted into the Work and its corresponding asphalt cement content as required by the job mix formula except for mixes which contain reclaimed asphalt pavement. 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. For mix containing a liquid anti-stripping additive, the quantity of anti-stripping additive will be deducted from the quantity of new asphalt cement. No other deductions will be made for any other additives. -i SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2010-10 13. For progress payment purposes, a final adjustment amount will be calculated once all asphalt has been placed. 30. VARIATIONS IN TENDER QUANTITIES Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows: The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The Municipality shall not be liable to the Company for loss of anticipated profit". i~ I i r II SPECIAL PROVISIONS -GENERAL , CONTRACT NO. CL2010-10 14. 31. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of a form of release signed by each property owner, upon whose land he has entered for purposes associated with the Contractor's operations but not for the purpose of undertaking works stipulated in the Contract: Date ....................... To: Mr. A.S. Cannella, C.E.T., Director of Engineering Services Corporation of the Municipality of Clarington Municipal Administration Centre, 40 Temperance Street BOWMANVILLE, Ontario L1C 3A6 Re: Contract No. CL2010-10 Dear Sir: ' I hereby certify that (Name of Contractor) have fulfilled the terms of our agreement and have left my properly in a satisfactory condition. I have accepted their final payment and release (Name of Contractor) and the Municipality of Clarington from further obligations. Yours very truly, Signature Property Owner's Name ............................Lot......Concession.......... Municipality of ........................................ (Please complete above in printing) Final payment will not be released to the Contractor until all the applicable forms of release have been signed by the property owners and received by the Authority. t r ~r s f r CORPORATION OF THE MUNICIPALITY OF CLARINGTON r 11 II '~~ CONTRACT NO. CL2010-10 SPECIAL PROVISIONS -TENDER ITEMS P:\Dept 12\12-297381Specs1CL2010-10-SP-Tl.doc r PAGE ONE SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 ORDER OF PRECEDENCE Where a Specification or Standard exists in the Municipality of Clarington "Design Guidelines and Standard Drawings" for any element of the works, the Municipality of Clarington Spec cation or Standard shall take precedent over the Contract "Special Provisions -Tender Items" or the "Ontario Provincial Standards". PART `A' -ROAD WORKS AND STORM SEWERS SITE PREPARATION -ITEM NO. A7 Under this Item and for the lump sum bid, the Contractor shall complete the following: • Removal, Salvage and Reinstatement of Chain Link Fence at Sta 1+045 RT • Removal of Stump at Sta 1+221 LT • Clearing and Grubbing of Hedge at Sta 1+253 RT • Clearing and Grubbing of Hedge on LT side of Orchardview Boulevard EXCAVATE TO CONFIRM UTILITIES -ITEM NO. A2 Payment shall be made under these Items for exposing utilities in advance of construction to confirm depth and location. The unit price bids shall include for excavation (by hand if necessary) and backfilling with approved native material and compaction. The Contractor shall delay placing an order for structures until utility locates are confirmed. The Contractor shall contact the Contract Administrator prior to completing any work under this Item so that the exact locations of the existing utilities can be confirmed by the Contract Administrator. EARTH EXCAVATION (GRADING)-ITEM NO. A3 ~ Payment under these Items shall include: • Removal and disposal of asphalt from all streets • Removal and disposal of asphalt from entrances • Removal and disposal of stripped material to be disposed of off site • Excavation in private entrances and boulevards • Removal and disposal of excess material off site at a location arranged for by the Contractor • Proof rolling of subgrade The estimated quantities under this Item are as follows: Jane Street: Earth cut (excluding stripping) - 3252 m' Stripping - 483 m' Fill required road works - 174 m3 r SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 REMOVAL OF SIDEWALK -ITEM NO. A4 2. Concrete rubble and granular material resulting from sidewalk removal shall be disposed of off the site at a location arranged for by the Contractor. The unit price bids shall include for sawcutting at limits of removal as required. Payment shall also be made under these Items for the removal of patio stones, private concrete walkway and interlocking brick pavers which are not to be salvaged. REMOVAL OF CATCHBASINS AND MAINTENANCE HOLES - ITEM NO. A5 All frames, grates, covers and concrete rubble resulting from structure removal shall be disposed of off the site at a location arranged for by the Contractor. Void left by structure removal shall be backfilled with approved native material. REMOVAL OF CULVERTS AND SEWERS -ITEM NO. A6 Backfill to excavations resulting from storm sewer removal which is bebw subgrade level shall be with approved native material. Pipe shall be removed from site and disposed of at a location arranged for by the Contractor. REMOVAL OF CURB AND GUTTER -ITEM NO. A7 Payment under these Items shall include for sawcutting of concrete curb and gutter at limits of removal. Concrete rubble resulting from curb and gutter removal shall be disposed of off the site at a location arranged for by the Contractor. PLUG ABANDONED PIPE -ITEM NO. A8 The unit cost for this Item shall include for • Excavation to expose existing storm sewer pipe. • sawcutting of existing pipe. • Supply and place 15 MPa concrete plug in the end. STORM SEWERS AND STORM LATERALS - ITEMS NO. A9 TO A15 Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe of the required type, size and class, carry out all excavation, and supply and place bedding, cover materials and compaction. Concrete Pipe bedding shall be crusher run limestone, cover shall be sand and backfill shall be approved native material or Granular'B' backfill as per C-108, and as noted on the Contract Drawings. For PVC pipe catchbasin leads and laterals, bedding and cover shall be in accordance with C-109 and C- 110and backfill shall be approved native material. r II SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 3, Should wet trench conditions be encountered then HL-8 blend of crushed stone with geotextile wrap shall be used for bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the standards and as directed by the Engineer. Crushed stone shall be paid for under Item No. XX. Concrete pipe shall be used for trunk sewers and PVC pipe for catchbasin leads and storm laterals. Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or an approved coring method (C-111). The unit price bid under these Items shall include for removal and disposal of existing pipe lengths, stated for removal, located within the limits of trenching. The unit price bid under these Items shall include all connections to existing pipes, catch basins or maintenance holes, regardless of size, and shall include all the supply and installation of all couplers, fittings, hardware and grouting. The unit price shall include the cost of a closed circuit television inspection of the completed trunk sewer, catchbasin leads and any service connections found to be leaking, all in accordance with OPSS 409. Measurement for riser connections of cetchbasins to trunk sewers shall be made along the centre line of the riser pipe from the connection at the main sewer to a point where the connection can be measured horizontally. H.L.-8 BLEND CLEAR STONE BEDDING WITH GEOTEXTILE (Provisional) -ITEM NO. A16 Payment shall be made under these Items for the following work in connection with storm sewer installation: • Excavation of unsuitable materials below standard bedding depth. • Disposal of surplus excavated materials off the site of the works. • Supply and placement of Geotextile Terratrack 24-11 as wrap to clean stone. • Supply and place H.L.- 8 blend clear stone bedding to depths as directed by the Contract Administrator. 100 mm DIAMETER PIPE SUBDRAINS -ITEM NO. A1T The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile sock. Backfill to subdrains shall be Granular'A' in accordance with Standard C-301 and Clarington Standards Section 900, supplied and placed under the Granular'A' Item. CATCHBASINS AND MAINTENANCE HOLES -ITEMS NO. A78 TO A21 Structures shall be installed in accordance with Municipal Standards C-101, C-102, C-104, C-105, C-113 and OPSD 400.010. Compacted sand backfill shall be placed around the structures to the dimensions indicated. The unit price bid under these Items shall include for the following: Placing a minimum of one adjustment unit and a maximum of 300 mm of adjustment on each maintenance hole or maintenance hole/catchbasin. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 4• All catchbasins shall be fitted with sumps. Maintenance holes shall be benched unless stated othervvise. Maintenance holes and catchbasins shall be fitted with frames, covers and grates in accordance with OPSD 400.010 and Municipality of Clarington Standards C-113. All Catchbasin Maintenance Holes, shall not be benched, but rather be fitted with a sump in accordance with 701.010 and 701.011. Municipal Standards C-101 and C-102 shall be amended to include a 100mm drainage opening in the structure base of Structures 614-125 and 614-129. Filter fabric Terrafix 270R or equal shall be placed at the drainage openings. All structures within roadway shalt be constructed to the level of binder course asphalt except where structures are located at Liberty Street which is to be paved to surtace asphalt grade. LAWN DRAIN INLETS -ITEM NO. A22 Lawn drains consist of Inline PVC pipe 200 mm dia. with locking ductile iron grates to fit. Inline drains shall be attached to the storm connection with a 90 degree bend. Inline drains are supplied by Armtec, 975 HWY #7, R.R. #7 Peterborough, ON K9J 6X7, Telephone No. 1-800-363-5047. If approved by Contract Administrator, an approved equivalent is acceptable. GRANULAR `A' 8 GRANULAR 'B', TYPE i -ITEMS NO. A25 AND A26 Payment shall be made under these Items for supply, placing and compacting Granular'A` and Granular 'B', Type I to the following depths. • Jane Street , Flett Street, Orchardview Boulevard- Limits of Full Excavation, 150 mm of Granular 'A' and 300 mm of Granular'B', Type I. • Liberty Street - 150 mm of Granular'A' and 450 mm of Granular'B', Type I or to match existing if greater • Simpson Avenue - 150 mm of Granular'A' and 300 mm of Granular'B', Type I or to match existing if greater • Private entrances, 150 mm of Granular'A'. CONCRETE CURB AND GUTTER (ALL TYPES) -ITEM NO. A27 A 1.2 metre length of curb and gutter shall be omitted at each Catchbasin /maintenance hole where curb is to be constructed. Where sidewalk abuts curb, a 50 mm key shall be constructed at the back of the curb in accordance with the standard. The unit price bid shall include for sawcutting existing curb at point of connection to new curb. Subsection 353.07.06 of OPSS 353 is amended in that transverse jointing of curb and gutter shall be at a maximum spacing of 3.0 m. Curb shall be constructed in accordance with Municipal Standard C-302 and C-305. This Item also includes concrete curbs along private entrances. CONCRETE IN SIDEWALK -ITEM NO. A28 Where new sidewalk abuts existing sidewalk an expansion joint shall be constructed at these locations. Every joint shall be a contraction joint except where expansion joints are indicated. The unit price bids r SPECIAL PROVISIONS -TENDER ITEMS CONFRACT NO. CL2010-10 5, ~ shall include for all minor excavation required where existing sidewalk or private walkways is being replaced. All sidewalk shall be constructed in accordance with Standard Drawing C-3D7. Payment shall also be made under this Item for construction of areas of private walkway. The face, m2, of any concrete steps placed will be measured and paid under this Item REMOVE, SALVAGE AND RELAY EXISTING INTERLOCKING BRICK PAVERS -ITEM NO. A29 Under these Items, the Contractor shall be paid for all labour and equipment necessary to: • Remove, salvage and store existing brick pavers in sidewalks and driveway entrances. • Supply and placing of 40 mm bedding sand and 150 mm Granular'A'. • Placement of salvaged brick pavers in an orientation to match the existing configuration. Where bricks are broken or otherwise damaged during removal, the Contractor shall be required to supply pavers of cobur and cut to match existing, at the Contractor's expense. All Brick Pavers to be removed salvaged and reinstated from private entrance walkway of House No. 2 (to be reinstated in entrance, stairs and walkway shall be paid for under the unit price bid far this Item. The unit price bid shall include for cutting pavers as required. ADJUST EXISTING WATER VALVES -ITEM NO. A30 Payment under these Items shall be made for adjustment of slide type valve box and tracer wire to finish grade. Where excavation is required, all equipment and labour to complete excavation, backfilling and compaction shall be paid for under this Item. Only those valves indicated on the Contract Drawings, or as directed by the Contract Administrator shall be paid for under these Items. Adjustment of new valve boxes shall be included in the price of the valve Item. ADJUST EXISTING MAINTENANCE HOLES -ITEM NO. A31 Precast concrete units shall be used for the structure adjustment. Only those structures indicated on the Contract Drawings, or as directed by the Contract Administrator, shall be paid for under these Items. SAWCUTTING ASPHALT -ITEM NO. A32 Payment shall be made under these Items for the sawcutting of all asphalt at the limits of road construction. The unit price shall cover sawcutting of asphalt at whatever depth of asphalt is encountered. The Contractor will be responsible for protecting the sawcut edge from damage until paving. Should the sawcut edge be damaged, the Contract Administrator can request that the asphalt be recut prior to paving at no additional cost. SPECIAL PROVISIONS - TENDER ffEMS CONTRACT NO. CL2010-10 8• HOT MIX H.L.-8, H.L.3 (Entrances, Liberty Street and Simpson Avenue) -ITEMS NO. A33 AND A34 The Contractor shall supply all materials required for the proper execution of paving in accordance with OPS 310. Asphalt shall be PGAC 58-28. The Marshall Stability for H.L.-3 asphalt shall be a minimum of 8900 and for H.L.-8. asphalt a minimum of 8000. Payment shall be made under these Items for the following work: • Forming asphalt curb at catchbasin and catchbasin /maintenance hole locations in accordance with Standard C-305. • Construction of step joints at limits of full street reconstruction on all streets. • Forming temporary ramps at limits of construction. • Paving of entrances, including hand work, as required. • Paving of a 150mm wide HL-8 ramp extending from the top of concrete curb and gutter to match base asphalt grade, to protect 40mm gutter edge at all gutter locations. • Tonnages for Gutters. • Tonnages for Curb Protection Ramp. The following depths of asphalt shall apply: • Jane Street - 50 mm H.L.-8 binder course • Flett Street and Orchardview Boulevard - 50 mm H.L.-8 binder course • Liberty Street- 50 mm H.L.-8 binder course, 40 mm H.L.-3 surface course, or to match existing if greater. • Simpson Avenue - 50 mm H.L.-8 binder course, 40 mm H.L.-3 surface course, or to match existing if greater. • Private entrances - 50 mm of H.L.-3 Note: Jane Street, Flett Street and Orchardview Boulevard -Surface H.L.-3 to be a 40 mm lift completed by others. Test Samples The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders and asphalt samples to a designated testing laboratory. For this Contract, the designated testing laboratory is Golder Associates Ltd., Whitby. The Contractor will be responsible for providing samples for Quality Assurance (QA) at random locations throughout the site as required by OPS 310 or as directed by the Contract Administrator. At each location, the Contractor shall take: 1. A sample for QA 2. A referee sample to be kept and stored by the Contract Administrator 3. A QC sample to be retained and tested by the Contractor OPS 310 is amended in that compaction testing for this project will be undertaken with a nuclear testing device. Core sampling will only be undertaken if there is a need to confirm nuclear testing results outside of specifications. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 7 A pre-pave site meeting will be conducted to review testing procedures with the Contractor, the paving Sub-Contractor, the Contract Administrator and the Geotechnipl Sub-Consultant for the project. ASPHALT GUTTER -ITEM NO. A35 Under this Item, the Contractor shall be paid for all labour and equipment necessary to place a formed asphalt gutter in accordance with OPSD 601.010. Remuneration for asphalt tonnages for gutter construction will be made under the Item for Hot Mix H.L.-8. ASPHALT CEMENT PRICE ADJUSTMENT ALLOWANCE -ITEM NO. A38 Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract in accordance with Clause No. 29 of the Special Provisions -General. PAVEMENT MARKINGS -DURABLE -ITEM NO. A37 Durable line pavement markings shall t~ screed applied thermoplastic type and shall be Ontario White or Yellow. The Contract Administrator shall provide a direction as to the limits and extent of pavement markings prior to the commencement of any work under this Item. TOPSOIL (IMPORTED) -ITEM NO. A38 Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. The grading and depth of topsoil shall be approved by the Contract Administrator prior to placing sod. Any sod placed prior to approval of the topsoil shall be deemed to be unacceptable. Subsection 570.05.01 of OPSS 570, August 1990 is amended by the addition of the folbwing: The topsoil shall be tested to ensure there are no deficiencies with respect to fertility levels. A copy of the topsoil testing report prepared by a certified agronomist shall be provided to the Contract Administrator. The report shall document soil fertility levels and identify any deficiencies and how they are to be rectfied. Payment for this testing shall be included in payment under the respective topsoil Items. If the topsoil does not meet fertility requirements the soils shalt be treated with the required amendments as recommended by the topsoil analysis report at no additional cost. The topsoil Item shall be subject to the same maintenance holdback as the sod (Item No. A39) SOD (NURSERY, UNSTAKED) -ITEM NO. A39 The Contractor shall note that placement and performance of sod under this Contract is a priority for the Municipality, and the requirements specified below will be strictly enforced. Subsections 571.07.05, 571.08.01 and 571.08.02 of OPSS 571, November 2001 is amended by the following: TENDER ITEMS ROVISIONS ' - SPECIAL P CONTRACT NO. CL2010-10 a• Replace "30 consecutive Days" with "120 consecutive Davs". Contractor should note that for the purpose of calculating consecutive days, the winter dormant period shall be excluded (see Table No. 1, OPSS ' area and the winter dormant period is from 571). Clarington is considered to be in the'Southern Ontario November 1 to April 30, inclusive. The maintenance period shall commence once all deficiencies identified by the Contract Administrator after initial placement have been corrected. There will be a maintenance holdback in the full amount (100%) of the value of the topsoil and sod items. r The holdback will be retained to ensure the sod receives sufficient monitoring and care by the contractor during the 120 consecutive day maintenance. It is the contractor's responsibility to monitor the sod for excellent health for the duration of the Contract. If the Contractor fails to water and maintain the sod in a healthy condition at all times, the Contract Administrator may, without further notice and at their sole discretion, arrange to have the sod watered at a cost of $400 per load (1 load minimum charge, assuming a 15,750 litre truck) and take a credit for the cost of the additional watering. The application of this clause shall not make the Municipality or Contract Administrator liable in any way for the subsequent performance of the sod, and in no way relieves the Contractor from his continuing responsibility to monitor and maintain the sod. In addition, should the Contract Administrator deem any or all of the sod h e unhealthy, uneven or not uniform in grade or unacceptable in general, at any point during t maintenance period, they shall notify the Contractor at which time such sod shall be replaced to the satisfaction of the Contractor Administrator within 72 hours, failing which, the Contract Administrator may arrange for the completion of the work by a third party and all costs for the work, including administration, will be deducted from the Contract payments. Payment shall be made and holdback released once all deficiencies have been corrected following final inspection at the end of the maintenance period. MISCELLANEOUS WORKS (Provisional) -ITEM NO. A40 Payment shall be made under this Item on a time and material basis work, not included elsewhere in the Contract and where agreed with the Contract Administrator. The work under this Item shall include, but is not limited to the following: Landscaping work with regard to Removal, Salvage and reinstatement of precast block retaining ' wall and timber steps at House No. 2. Re-location and removal of plantings not designated on the Contract Drawings. Re-location of plant material and gardens not noted on the Contract Drawings and as directed by the Contract Administrator. Where additional materials are needed, these shall be purchased by the Contractor and reimbursement shall be on the basis of invoicing. ' No work shall be done under this Item without the authorization of the Contract Administrator. PLANT MATERIAL (Provisional) -ITEM NO. A41 Payment shall be made under this Item for the supply and installation of plants and appurtenances in ' II accordance with the Contract Drawings. All planting and related work shall be done by experienced, qualified personnel under the direction and supervision of foremen with at least five (5) years of horticultural and planting experience. i I ~~ L1 ' SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 y, r All trees shall be nursery grown and conform to the current edition of the Canadian Nursery Landscape Association's Canadian Standards for Nursery Stock. Trees shall be true to type and structurally sound, with straight trunks and leaders intact, and be well and characteristically branched for the species. Root balls shall not be cracked, broken or damaged. All plants shall be free of disease, insect infestation, ' rodent damage, sun scald, frost cracks and other abrasions or scars to the bark. They shall be densely foliated when in leaf and have healthy, well developed root systems. Plant names shall be in conformity with that accepted in the nursery trade. Substitutions for the specified plants will not be accepted unless approved in writing by the Contract Administrator. The Contract Administrator reserves the right to reject any plant material, whether planted or not, which does not conform to the specifications. Do not remove any labels from plants until they have been inspected and approved by the Contract Administrator. All debris, clay lumps, roots and stones over 50 mm in diameter and other extraneous matter shall be removed from excavated soil to be used in hackfill and disposed of off site. Shredded bark mulch free of any granular and organic material will be applied over planting pit areas of trees and throughout shrub beds in accordance with the Contract Drawings. A sample of the mulch to be used shall be submitted to the Contract Administrator for approval. The Contractor shall note that staking and securing of trees is not a typical requirement of the Municipality. However, should any trees move 10 degrees or more from the vertical plane prior to the expiration of the warranty period, or if a tree has excessive stem movement within the root ball at the time of planting, the Contractor will be required to straighten and stake the trees at its own expense. Straightening and staking shall occur within 30 days of written notification from the Contract Administrator. Maintain all plant material and assume full responsibility for protection of all planted areas until final acceptance of all project work. Keep planted areas free of weeds at all times. Remove all debris, broken branches, etc. and maintain planted areas in neat condition at all times. Water plants as necessary with sufficient quantities to moisten the entire root system. All plants that are dead, or not in a healthy, satisfactory growing condition, or which in any way do not meet the requirements of the specifications shall be replaced by the Contractor at the Contractor's expense. All required replacements shall be as originally specified. The warranty on replacement plant material shall be extended for a period equal to the original warranty period. ' Final inspection of all plantings shall be made at the end of the specified warcanty period. Stakes and all staking material shall be removed at the end of the warranty period. The Contract Administrator or Owner reserves the right to extend Contractor's warranty responsibilities for an additional year if, at end of initial warranty period, plant condition is not sufficient to ensure future health. i~ I/ PART `B' -SANITARY SEWER SANITARY SEWER AND APPURTENANCES Reference: 1 Construction of all sanitary sewers and appurtenances in accordance with the Regional Municipality of Durham Construction Specifications for Regional Services - Revised April 2009. II SPECIAL PROVISIONS -TENDER ITEMS , CONTRACT NO. CL2010-10 10. .2 Contract Drawings and Standard Details for Contract No. CL2010-10. ' SANITARY SEWER PIPE (NOT INCLUDING RESTORATION) -ITEM NO. 2.01 , Reference: RMDCS Section 02530 and Contract Drawings and RMDSD 5-401. ' Note: This Item shall not include those concrete pipe plugs requiring separate excavation to facilitate pipe removal and plug installation. All notations in the Form of Tender indicating size of pipe and depth of bury are for information only. Where there is any discrepancy between the Form of Tender and the Contract Drawings, the Contract Drawings shall be taken as correct. The unit price bid , for all sanitary sewer sections shall be based on the pipe material, size and depth of bury indicated on the Contract Drawings. Include: .1 Backfilling to subgrade level with approved native material. 2 Maintenance of existing sewage flow including by-pass pumping. TRENCH RESTORATION -ITEMS N0.2.02.03, 2.02.41 AND 2.02.42 Payment shall be made under this Item at the unit prices bid for restoration costs additional to the cost of service installation under Items No. 2.03.01. ^ Item 2.02.03 Topsoil and sod Nursery sod laid on a minimum depth of 100 mm of topsoil. Item 2.02.41 Asphalt Asphalt in private entrances shall be restored with 50 mm of HL-3 on 150 mm of Granular'A' base. Item 2.02.42 Concrete and Other Hard Surtaces Concrete sidewalk shall be restored with 125 mm (150mm in entrances) of concrete to match existing walkway width. Payment under this Item shall apply to restoration of sanitary sewer service trenches outside and the road reconstruction grading limits of normal road construction restoration. , SUBSURFACE INSTALLATION OF SERVICES (Provisional) -ITEM N0.2.02.43 , Reference: Item No. 2.03.01 Include: .1 The unit puce bid for this Item shall cover all costs extra over those which would normally be incurred to install 700 mm dia. service connections by open trench method. Note: 1 Work under this Item shall not be undertaken without approval of the Region of Durham. .2 This work may be required where conditions are such that damage may be imposed on , ', trees or other surface features if services were installed by open cut method. .3 !t !s expected that the use of a Vac Truck maybe required and paid for as part of this ' Item. , III '! r t SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 11 ' 'STONE FOR EXTRA DEPTH BEDDING (H.L: 8 CRUSHED CLEAR STONE) -ITEM N0.2.02.13 Reference: RMDCS Section 01210 Include: 1 Extra excavation of unsuitable native materials below standard bedding depth and disposal of surplus materials. 2 Supply, placement and compaction of H.L.-8 clear crushed stone. Stone shall conform to the gradation requirements of 19 mm clear stone, type 1 as specified in OPSS 1004 except that the stone shall have 100% crushed materials and shall not contain any recyGed materials. .3 Connection to existing pipe or maintenance holes. ' Note: .1 Measurement for Payment -cubic metres, actual volume placed SERVICE CONNECTIONS -ITEMS N0.2.03.01 r Reference: RMDCS 02530, Contract Drawings, RMDSD S-301 and S-401 Include: .1 Connecting to new sewer with wye connecton on the final upstream run of each sewer. 2 Connecting to new maintenance holes where indicated. .3 Marking and recording of exact location and elevation of all plugged ends of service connections. .4 Dye testing of laterals. .5 Plugging Ends of all dead end services. .6 Backfilling with approved native material. Note: 1 Measurement for payment shall be in metres in accordance with RMDCS Section 02530, 1.6. .2 Service connections shall be connected to existing lateral at street line and elevation shall be confirmed at point of connection by the Contractor. .3 Basis of payment shall be in accordance with RMDCS Section 02530, 1.7. .4 Service connection stubs are not to be backfilled until the as-constructed inverts and tees are surveyed by the Contract Administrator. .5 The exact locations of new service connections shall be field confirmed by the Contract Administrator. .6 Restoration of disturbed surtaces beyond the limits of road grading indicated on the drawings will be measured and paid for under the Items appropriate to such work. .7 Region of Durham will camera inspect existing laterals beyond property line to assess condition. Some lateral excavations shall remain open to albw for relining of deficient laterals. .8 Maintenance of existing sewage flow inGuding by-pass pumping. Trench restoration for sanitary service connections shall be paid under the appropriate trench restoration Item where it is beyond the limits of normal road construction restoration. SPECIAL PROVISIONS -TENDER ITEMS , CONTRACT NO. CL2010-10 12. CLEAN-OUTS AS PER RMDSD S-303 (Provisional) -ITEM N0.2.03.OI , Reference: RMDCS Section 02530 and RMDSD S-303 Include: ' .1 Supply and installation of all materials necessary to construct clean-out according to RMDSD S- 303. .2 Supply and installation of bedding and sand fill cover for exposed pipe according to RMDCS Section 02315. .3 Measurement for Payment - a count will be made of the number of clean outs installed. .4 Basis of Payment -unit price bid shall include all labour, equipment and materials to supply and , install clean-out. Note: Cost of excavation and backfill shall be deemed to be included in the sanitary service connection ' pipe Item. Trench restoration for sanitary service connections shall be paid under the appropriate trench restoration Item where it is beyond the limits of normal road construction restoration. SANITARY SEWER MAINTENANCE HOLE -ITEM N0.2.04 References: RMDCS Section 02631, Contract Drawings, and OPSD No. 701.010 , Include: 1 Reconnection of existing sewers as required. 2 Supply, place and compact 300 mm Granular `B', Type I backfill all around structure up to subgrade level. ' 3 Setting frame and grate as per OPSD 401.010 to binder course asphalt grade. Note: 1 All Sanitary Sewer Maintenance Holes are to be benched in accordance with OPSD 701.021. REMOVE EXISTING MAINTENANCE HOLE COMPLETELY -ITEM NO. 2.04.01 Reference: OPSS 510 and Contract Drawings Include: , .1 Excavation and disposal of surplus materials. , .2 Removal and disposal off site of existing structure. .3 Existing frames and covers removed are to become property of the Contractor and disposed of at his expense. .4 Backfill with select native materials and compaction. .5 Measurement for Payment - a count will be made of the number of maintenance holes completely removed. .6 Provide concrete plug to existing abandoned pipe at removed maintenance holes as per Item , 3.02.06. ' SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2070-10 13 SANITARY SERVICE LATERAL RELINING (Provisional) -ITEM N0.2.21.06 At the time of exposing the service connection to all homes the sanitary service lateral shall be ' camera inspected to determine if relining from properly line to 1.Om from foundation wail is required. Note that all new service pipe, including reconnection, will not be relined. 1 Shall include the following: 1. Video inspection of existing service. 2. Cleaning and root removal and video inspection after cleaning. 3.Video inspection after installation. 4. All shall be recorded on DVD disc and two copies turned over to the Contract Administrator. r 1. GENERAL OVERVIEWISCOPE OF WORK This specification covers material and installation parameters for cured in place pipe (CIPP) lateral lining. The CIPP installation work required is defined to include all of: - Cleaning and reaming and preparation of existing lateral ' _ Video inspection and reports Flow control - Installation and curing of the CIPP lateral liner - Design and engineering required for CIPP lateral liner Labour, materials and equipment Lateral reconnection and trimming - Safety equipment, procedures and traffic control Supervision, testing and commissioning Incidental work required for the installation of the CIPP lateral liner 2. STANDARDS ' All materials and services provided must meet the following standards: ' - ASTM F1216-06 "Standard Practices for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of aResin-Impregnated Tube". - ASTM F1743-96 "Standard Practices for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe". - NASCO Standard "Recommended Specifications for Sewer Collection System Rehabilitation". 3. DESCRIPTION OF THE REHABILRATION PROCESS Following the preparation and inspection of the lateral to be lined, a felt tube saturated with resin is pulled or inverted into place. The felt tube is expanded against the host lateral pipe by the use ' of water or air under pressure and the resin is cured to hardness by heat if using thermosetting resin or by ambient temperature if using ambient cure resin. The finished liner will be in place directly and uniformly against the interior surtace of the existing lateral pipe. When necessary, existing flow is to be controlled or diverted by bypassing around the lateral to be lined. SPECIAL PROVISIONS -TENDER ITEMS ' CONTRACT NO. CL2010-10 14. ' 4. LINER MATERIAL The fully cured lining material has the following minimum characteristics: ' - Initial Structural Properties Flexural Modulus (minimum) 250,000 psi (1724 Mpa) ASTM D790 Flexural Strength (minimum) 4,500 psi ( 31 Mpa) ASTM D790 - Chemical Resistance The fully cured CIPP lateral liner is unaffected by chemicals and agents found in standard domestic sanitary sewers. , - FeR Tube The tube shall consist of one or more layers of needled felt, capable of carrying resin, , withstanding installation pressures and curing temperatures. The felt tube shall be manufactured to a size that, when installed, will tightly fit the internal diameter and length of the host lateral pipe. The construction of the felt tube shall be compatible with the resin system used. - Resin , Only epoxy resin that is compatible with the lining process and felt tube shall be used. This resin must be able to cure in the presence of ground water and have the minimum cured characteristics as outlined in "Initial Structural Strength". , Material Specification Provide material specifications and structural detail to enable confirmation that the design summary must be submitted with the tender. details of the proposed sewer liner in sufficient and materials proposed will meet the design A summary of the manufacturers proposed installation procedure including an example of the design process wet-out plan and curing cycle summary sheet must be submitted with the tender. Provide Infrared Spectrograph of the catalyzed resin mixture, which the contractor intends on using must be submitted with the tender. An original copy, complete with supporting literature certified from their resin supplier will be accepted only. 5. LINER DESIGN The engineering design for the CIPP lateral liner shall be in accordance with ASTM F1216-93 (Appendix XI). The choice for either fully or partially deteriorated existing pipe shall be based on the condition of the lateral or contract requirements. The design is prepared and certified by a Professional Engineer licensed to practice in the province of Ontario. The information required for preparing the design shall be provided by the owner. Engineering properties used in the design are the appropriate long-term material properties. The ~I V! r SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 15. ' design calculations shall show the technical assumptions, identify the design formulas used and show the wall thickness and finished inside diameter. The ovality conditions used in the calculations are identified. The engineering design graphically illustrates the installation conditions (depth of the lateral, ' water table, invert and crown) and provides full details of the parameters used in design calculations. An engineered design sheet for the proposed lining clearly showing the proposed thickness for each sewer service connection diameter, designed in accordance with the above requirements must be submitted wkh the tender. The design shall include the lining material strengths and modulus, showing the short term and bng term values used in the design. Independent test data shall be provided to support the materials strengths and module used in design. The engineering design, including the design summary shall be certified and stamped by a professional engineer licensed in the Province of Ontario. 6. PREPARATION OF EXISTING LATERAL The lateral to be lined is prepared in accordance with the requirements for CIPP installation. Debris, roots, grease, calcite and other deposits are removed as required. Any remaining obstructions that might interfere with the lateral lining process are removed by mechanical cutters or reamers. The cutting or reaming operation shall be done in such a way that will not damage the host pipe. r Any protrusions or build-up remaining on the existing lateral pipe walls after reaming operations shall not exceed 3% of the inside diameter of the host pipe. The prepared lateral is inspected using CCTV equipment specifically designed for this purpose and a VHS video tape is produced which will be made available to the owner for approval before insertion of the lateral liner. This same VHS videotape will be utilized for the post lining inspection of the lined lateral. Immediately before insertion of the lateral liner, the lateral to be rehabilitated is flushed by high- pressure water and re-inspected by CCTV to ensure that conditions have not changed. 7. ADVICE TO RESIDENTS ' Residents who may be affected by the lateral rehabilitation process are advised in writing concerning the nature and duration of any interruption of sewer or drain service the day before any interruption occurs. A draft of the letter to be presented to the residents must be submitted to the Contract Administrator one week in advance of the work commencing. During the course of the lateral rehabilitation and any associated service interruption, the residence will be kept informed regularly of the progress of the work and any matters that might affect them. Upon completion of the work and returning the lateral back into service the residents will be informed immediately so that they can resume normal use of their sewer. 8. INSTALLATION AND CURING ' One of three insertion methods will be used to install the liner into the host lateral. The method to be used will be determined by site conditions andlor contract requirements: Liner insertion from newly installed exterior clean out Liner insertion from main sewer to exterior dean out r SPECIAL PROVISIONS -TENDER ITEMS ' CONTRACT NO. CL2070-10 10• - Liner insertion from access pit to main sewer orvice-versa , The lateral liner installation and curing process will be monitored by qualified personnel and , written records and maintained throughout the process. These records record at the very minimum pressure, temperature and time and will be made available to the client or their representative upon request. , The time required for cure is determined by temperature monitoring and is adjusted to suit the length, diameter, thickness, field conditions, ambient temperature and resin characteristics that are applicable to each lateral. ' 9. VIDEO INSPECTION Video inspection shall employ CCTV equipment that is specifically designed to inspect sewer and drain systems. Video inspection shall be made using high quality VHS tapes and be of sufficient quality that defects can be easily identified. The video shall be accompanied with a log sheet detailing the pipe length, diameter, location and tape distance. Inspections shall be carried out for post preparation, prior to lateral liner installation and final inspection. The final video inspection shall be accompanied by a written report in a format acceptable to the client. This video shall form the basis for final acceptance of the rehabilitated lateral. Video recording requirements for preliminary and post preparation video recordings shall be as ' follows: a. Each individual video inspection recording must be a continuous recording and must be ' recorded in its entirety on a single new VHS video cassette and transferred to DVD. b. Each individual video !DVD recording shall have the appropriate file name (property address) c. Cassette /DVD labels for each inspection video must be clearly typed and clearly indicate the contract number, property address, date of inspection and contractor's name. 9.1 Video inspection equipment, tapes and DVD's shall be as follows: ' a. Cameras, transmission cables and recording equipment utilized shall produce VHS b. colour recordings. Colour cameras and related equipment used in inspections shall be of a type capable of , producing a continuous picture resolution of not less than 250 lines at the periphery of the picture. c. Cameras shall be equipped with a self contained, adjustable, directed light source " are compatible with the lens angle and dispersed such that shadows andlor "hotspots d. not created. Camera lenses shall be kept clean at all times. No inspection of a sewer shall proceed ' e while the camera lenses are dirty. Recordings shall be made at SP or normal speed. Tapes recorded at a slower speed will . f. not be accepted. Sewer inspection video tapes shall include a sewer information screen, clearly displayed , for a minimum of 30 seconds at the start of all video inspection recordings. ' SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 17, ' g. Individual sewer inspection video tapes shall be transferred to anon-copyright DVD and submitted to the Region in a format playable by the Regions current viewing Software. A digital distance readout shall be incorporated onto the display screen. 10. WORK SCHEDULE ' The installer shall provide a detailed schedule showing the various stages of work (preparation, lining, curing and post lining work) and their time for completion prior to commencement. This information will be confirmed during construction progress meetings and will be reflected in the meeting minutes. Changes in the schedule once work has started must be brought to the attention of the residents and client (or their representative) as soon as possible. 11. GENERAL .1 Notification to Commence Work Work to start as deemed appropriate by the Contractor based on progress of other site works impacting relining operations (i.e. cleanout and main line sewer installation). Upon commencement of operations, the Contractor shall continue such operations to completion without interruption or delay save and except those interruptions or delays caused by weather or for which the Contractor has received written permission from the Contract Administrator. ' .2 If a Soft Dig Excavation is deemed necessary by the Contract Administrator or the Region as per section 11.16, the Contractor shall supply one (1) truck-mounted vacuum capable combination sewer jet with approximately 9 cu. yd. debris tank, fulty hydraulic boom with 180 degree swing and 700 Ib. lifting capacity, 60 gpm water pump, 1000 gallon water supply producing 2000 psi at the nozzle and all necessary labour, equipment and materials for the- Lateral Closed Circuit Television Inspection, Cleaning, Root or Calcite Removal and Relining or Spot Repair. ' 3 The work is to be carried out within the period of 7:00 a.m. to 6:00 p.m. Monday to Friday. No work is to be performed on weekends or holidays. 4 It will be the responsibility of the contractor to arrange the work schedule with the homeowner. Provided no additional work is required between the new clean out and the inside wall of the house the Contractor may not be required to contact the homeowner ' provided there is no service interruption. i~ II 5 The Contract Administrator must be notified of the work schedule and, if for any reasons, the work will not be carried out as scheduled. The installer will provide the Contract Administrator representative with a detailed written schedule of the work on a weekly basis. The schedule will inGude the locations of the work and the scheduled day of the work. .6 The Contractor shall comply with all regulations of the Region regarding the use and care of hydrants. Only those hydrants specified by the Contract Administrator shalt be used. The Contractor shall be liable for all damages to persons or property, including the said hydrants by reason of his act or neglect or that of any agent, employee or workman, while using the hydrants and the Contractor shall save and keep harmless the Region from all suits or demands for damages alleged to have occurred to persons or property by reason of the work being done or by use of the said hydrants. Water shall be conserved and not used unnecessarily. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 18. 7 The Contractor agrees that the whole or so much of the money due under or by virtue of the contract as shall be considered necessary by the Region shall or may be retained until all suits or claims for damages have been settled and satisfactory evidence to that effect is furnished to the Contract Administrator. 8 The Region's Works Department, Operations Division must be notified prior to any plugging or disruption in the sewer. Permission may be granted at the discretion of the Works Maintenance Division. .9 The Region reserves the right to increase or decrease or alter the total estimated length at any time during the period of the contract. The Contractor shall have no claim for additional compensation because of such additions, deletions or alterations but nothing in this paragraph shall be construed to relieve the Region from any liability to pay for services actually provided on the unit price basis established by acceptance of a tender. .10 The Region reserves the right to shut down the Contractor's operations at any time should the Contractor's performance or service not be up to the Region's specifications. 11 The Contractor must, where it is practicable in the opinion of the Region's representative, keep the roadway open for the use of the public. At the discretion of the Region's representative, the Contractor shall be requested to supply and locate, in consultation with the local road authority, traffic detour signs. The Contractor must supply sufficient traffic cones, red flags and signs to protect the motoring public and workmen at the site, to the satisfaction of the Local Traffic Division having authority, where disruption to traffic does not warrant detours. 12 Failure by the Contractor or their Sub-Contractor to comply with ail regulations and specifications for this Item may result in a "stop work" order being issued, the Contractor providing a written plan for rectification of the non-compliance and approval of submitted plan by the Region or their representative prior to completing the work. No claims against the Region or their agents shall arise from the issuance of the stop work order. .13 The Contractor shall thoroughly clean the lateral, remove all roots with a root cutter and calcite or material of similar properties with a reamer. 14 Closed Circuit Television Inspections shall be performed prior to and following lateral preparation, and after the lateral relining has been completed. C~ 15 All lateral relining is to be conducted in strict accordance with the procedures and specifications of the reline manufacturer. Only lateral reline methods employing a resin ' impregnated cured-in-place liner design are acceptable on this project. Lateral reline felt tubes and resins are to have a manufacturing design life of 50 years. Odourless epoxy resins are to be used. The Contractor shall provide complete specifications on the reline product method being tendered for use on this project. , 16 EXCAVATION The Regions representative may request that an excavation occur under special circumstances. Excavation works shall not proceed without prior approval from the Regions Representative. Due to long reline and/or limited access and/or 90 degree bends, an excavation may be i SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 fig. necessary. The type of excavation if required shall be a soft dig using a vacuum capable hydro jet that limits the size of the opening and is far less disruptive to the work area. ' Other types of excavation are not permitted unless otherwise directed by the Regions representative. The Contractor shall be responsible for proper disposal of all excavated material, and all utility bcates. r A one metre section of the service shall be removed by the Contractor to allow access to the service. The Contractor will restore the service using PVC pipe and couplings. Only products found in the Region of Durham's "Approved Manufacturers Products List" found in the Region of Durham's Design Specifications for Regional Services Manual shall be used. Pipe bedding material shall be 19 mm diameter Crusher Run Limestone to OPSS 1010. Cover material shall be sand fill as per the Region of Durham's Standard Specifications for The Construction of Sanitary & Storm Sewers and Watermains under Section 02530 - ' Sanitary Sewers 2.8 Cover Materials. Top soil shall be spread to a uniform depth of 50 mm as per OPSS 570. ' All surtace stones and debris larger than 25mm in size shall be removed from the top soiled areas, and sod placed. .17 UNess otherwise directed, all lateral liners are to be launched from the newly installed cleanout and shall start at a point 1 meter outside of the foundation wall, or structure closest to the main sewer, and continue to the main sewer without excavation (no-dig technology). Cured-in-place spot repairs may be used with the approval of the Region's representative where defects are concentrated in a few spots rather than throughout the entire length of the lateral. Materials for the cured-in-place spot repairs shall be the same as those specified for the complete lateral relines. The Contractor shall not install any ' liner in a location that blocks any connections from the foundation drainage system. 18 The Contractor is allowed a maximum of eight (8) continuous hours of service disru tion p . All laterals must be in service by 6:00 p.m. Where a lateral is out of service over eight (8) hours, or is not in service by 6:00 p.m., the Contractor is required to provide sewage bypassing to return service or provide altemafive arrangements for the homeowner. 19 The Contractor is required to restore any disturbed areas to match previous existing conditions. .20 If problems arise due to negligence on the part of the Contractor, the ConVactor shall be ' responsible for any costs incurred by the Region to rectify the problems. 21 Once the relining has been completed, a typed report detailing the inspection prior to relining, together with a VHS video tape, Dearly showing the laterals before and after ' relining, must be provided to Dale Clemens, Works Department, as soon as possible. Please note: payment will not be authorized for this Item until the report and video have been received, reviewed and approved. 2 2 Payment shall be made on the basis of actual CIPP lining placed, measured horizontally from the cleanout to main line sewer. Additional payment for riser sections greater than 1.0 m in length will be made. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 20. .23 All bidders shall provide detailed product literature on all materials to be used in this ' contract with the bid submission. The following is a list of suggested Sub-ConVactors that have preformed this type of work successfully for the Region of Durham. If the Contractor wishes to use another specialized Sub- Contractor the firm shall have at least 3 years experience, well qualified and knowledgeable in providing this type of service to the Region of Durham. The Regional Municipality of Durham reserves the right to request and check references for the sub-contractor. The Regional Municipality of Durham may request the Contractor to select another Sub-Contractor to perform ' this work if the references are deemed to be negative. Nu Fiow 1010 Thornton Road South , OSHAWA, Ontario L1J 7E2 Phone 905-433-5510 Fax 905-433-9687 , Toll Free 1-800-834-9597 www.nuflowtech.com D.M. Robichaud Associates Ltd. 627A Wentworth St. E. OSHAWA, Ontario L1H 3V8 Phone 905-433-1261 , Fax 905-432-2809 Email dave@dmrobichaud.com Sewer Technologies Inc. ' 2-182 North Port Road PORT PERRY, Ontario L9L 162 Phone 905-982-1465 ' Fax 905-982-1206 Email bgiles@sewertechologies.com , PART `C' -WATERMAIN CES WATERMAIN AND APPURTENAN Reference: .1 Construct all watermain and appurtenances in accordance with Regional Municipality of Durham Construction Specifications for Regional Services -Revised ' April 2009. 2 Contract Drawings and Standard Details for Contract No. CL2010-10. PIPE (NOT INCLUDING RESTORATION) -ITEM N0.3.01 Reference: RMDCS Section 02511 and OPSS 701, RMDSD S-401 Include: 1 Cathodic Protection as per S-435 i~ r ' SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 21. ' .2 Arranging with the Region of Durham for shutdown of watermains. Such ' arrangement shall be in accordance with Part 3.12 of Section 02511 of the Region of Durham Specifications. .3 Backfilling to subgrade level with approved native material. .4 Tracer wire arrangement in accordance with RMDSD S-408. ' .5 Maintenance of existing watermain usage. Note: 1 All thrusHSUrge protection on PVC pipe in accordance with RMD Standard Drawings shall be by mechanical restrainers in combination with granular thrust blocks. Mechanical restrainers shall be in accordance with Standard Drawings No. S-431 and S~33. Concrete thrust blocks are not permitted on PVC watermain pipe. ' .2 Trench Backfill and compaction payment shall be included under Items 3.01. TRENCH RESTORATION -ITEMS N0.3.02.03, 3.02.41 AND 3.02.42 ' Payment shall be made under this Item at the unit prices bid for restoration costs additional to the cost of service installation under Item No. 3.05.11 and 3.05.06. r Item 3.02.03 Topsoil and sod. Nursery sod laid on a minimum depth of 100 mm of topsoil. ' Item 3.02.41 Asphalt Asphalt in private entrances shall be restored with 50 mm of HL-3 on 150 mm of Granular'A' base. ' Item 3.02.42 Concrete and Other Hard Surtaces Private concrete sidewalk shall be restored with 125 mm of concrete to match existing walkway width. ' Payment under this Item shall apply to restoration of water service trenches outside and the road reconstruction grading limits of normal road construction restoration. REMOVE EXISTING VALVE AND BOX -ITEM NO. 3.02.04 ' Reference: OPSS 510 Include: ' 1 Excavation to grade and disposal of surplus materials. 2 Removal and disposal off site of existing valve and box. .3 Backfill with select native materials and compaction. ' .4 Measurement for Payment -each. SPECIAL PROVISIONS -TENDER ITEMS ' CONTRACT NO. CL2010-10 22. ' CONCRETE PLUG IN ABANDONED PIPE (INCLUDING SEPARATE EXCAVATION) -ITEM NO. 3.02.06 Reference: Contract Drawings Include: 1 Excavation to expose existing watermain pipe. .2 Saw-cutting of existing pipe. .3 Removal and disposal off site of existing pipe including fittings, valves, etc., as required. ' .4 Supply and placement of 15 MPa concrete plug in the ends of the existing watermain that is to be abandoned in place. The minimum length of the concrete plug shall be 300 mm. .5 Measurement for Payment -each, complete. 1 INSULATE WATERMAIN AS PER S307 (Provisional) -ITEM NO. 3.02.10 RMDSD S-307 R f e , e erenc : Include: .1 Supply and installation of 75 mm closed-cell, extruded polystyrene insulation and sand cover in accordance with RMDSD S-307, complete in place. The polystyrene sheets shall have a minimum compressive strength of 275 kPa. Note: Payment for excavation shall be made under Item 3.01.02. , STONE FOR EXTRA DEPTH BEDDING (H.L: 8 CRUSHED CLEAR STONE) -ITEM NO. 3.02.14 ' Reference: RMDCS Section 01210 Include: .1 Extra excavation of unsuitable native materials below standard bedding depth and , disposal of surplus materials. 2 Supply, placement and compaction of H.L.-8 clear crushed stone. Stone shall conform to the gradation requirements of 19 mm Clear Stone, Type 1 as specified in OPSS 1004 except that the stone shall have 100°k crushed materials and shall not ' contain any recycled materials. Note: .1 Measurement for Payment- cubic metres, actual volume placed. ' GATE VALVE AND VALVE BOX -ITEM NO. 3.03.02 t Reference: RMDCS Section 02511 and RMDSD S-408 and S-435 Include: .1 Supply and installation of resilient seat gate valve and valve box in accordance with RMDSD S-408. .2 Excavation, blocking, backfilling and compaction. .3 Tracer wire arrangement in accordance with RMDSD S-408. .4 Supply and installation of cathodic protection in accordance with RMDSD S-435. 5 Adjustment of valve box to mid-binder course asphalt grade in areas of full road reconstruction. Note: 1 Measurement for Payment -each '~ ' SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 23. HYDRANT SETS AS PER S~09 -ITEM NO. 3.04.01 Reference: RMDCS Section 02511 RMDSD S-409 Include: .1 Excavation to grade and disposal of surplus materials. .2 Supply and installation of hydrant (with stow pumper Houle), anchor tee and resilient-seat gate valve and box as per RMDSD S~109. .3 Supply and installation of hydrant extensions and/or valve box and rod extensions as shown on Contract Drawings. .4 Supply and installation of hydrant lead watermain pipe. .5 Supply and installation of mechanical restrainers. .6 Cathodic protection according to RMDSD S-435. .7 Bac~ll with select native materials and compaction. 8 Measurement for Payment - a count will be made of the number of hydrants installed. TEMPORARY FLUSHING HYDRANT -ITEM N0.3.04.03 Reference: RMDCS Section 02511 and RMDSD S~t19 Include: .1 Excavation to grade and disposal of surplus materials. 2 Supply of temporary hydrant as specified on Durham Region's Approved ' Manufacturer s Products List, except that the Storz pumper nozzle and inner workings of hydrant will not be required. .3 Complete installation of hydrant, piping, blocking, restrainers, etc. and remove upon completion of use. ' .4 Supply and installation of all other materials as required. 5 Backfill with approved native material and compaction. ' Note: .1 Measurement of Payment -each REMOVE EXISTING HYDRANT -ITEM N0.3.04.05 Reference: OPSS 510 t Include: 1 Excavation. 2 Removal and separation of valve and piping, cleaning, salvaging and transportation of existing ' hydrant and appurtenances complete to the Orono Depot. 3 Removal and disposal off site of existing secondary valve box. 4 Supply and placement of 15 MPa concrete plug in the ends of the existing watermain that is to be ' abandoned in place. The minimum length of the concrete plug shall be 300 mm. .5 Backfill with select native materials and compaction. .6 Measurement for Payment -each. '.I ~~ SPECIAL PROVISIONS -TENDER ITEMS ' CONTRACT NO. CL2010-10 24. WATER SERVICE CONNECTIONS -ITEM N0.3.05 f Reference: RMDCS Section 02511 ' RMDSD S-410 General Note - A Water Service may be: .1 New main stop connected to an existing service pipe. .2 New main stop and a piece of copper pipe one (1) metre or more in length connected to existing service pipe or existing curb stop. .3 New main stop, new copper pipe and a new curb stop with water service box complete connected to existing service. 19mm MAIN STOP -ITEMS NO. 3.05.01 Include: .1 Excavation and compacted bac~ll with select native materials where corresponding service pipe is not to be installed. .2 Supply and installation complete with saddle, union adapter, connectors, etc. .3 Connection to new or existing service pipe. 4 Cathodic protection according to RMDSD S-410. 5 Measurement for Payment - a count will be made of the number of main stops installed. 19mm CURB STOP AND BOX - REMS NO.3.05.06 Include: 1 Excavation and compacted backfill with select native materials where corresponding service pipe is not to be installed. 2 Removal of existing curb stop box and rod. .3 Supply and installation complete according to RMDSD S-410. .4 Stainless steel rod with brass pin. .5 Measurement for Payment - a count will be made of the number of curb stops installed. Trench restoration for water service connections shall be paid under the appropriate trench restoration item where it is beyond the limits of normal road construction restoration. 19mm COPPER SERVICE PIPE -ITEMS NO. 3.05.11 ' Include: .1 Excavation to grade and disposal of surplus materials. ' .2 Removal and disposal of existing service pipe as required. .3 Supply and installation of pipe in specified bedding and cover including connections to existing service with required unions/adapters. ' 4 Supply and installation of cathodic protection. 5 Backfill with select native materials and compaction. ' SPECIAL PROVISIONS-TENDERITEMS CONTRACT NO. CL2010-10 2s• Note: The exact locations for all new service connections shall be field confirmed by the Contract Administrator unless specifically dimensioned on the Contract Drawings. .6 Measurement for Payment -actual length, in metres, of service pipe installed. Trench restoration for water service connections shall be paid under the appropriate Vench ~ restoration item where it is beyond the limits of normal road construction restoration. 19mm TEST POINT AS PER S~06-ITEM NO. 3.06.01 Reference: RMDSD S~29 ' Include: .1 Supply and installation of all crorporation main stops, valves, backflow preventers, copper tubing, fittings, etc. 2 Removal of all main stops upon completion of testing and flushing. .3 Supply and installation of a brass plug in locations where main stops are removed. .4 Backfill with select native materials and compaction. Note: .1 Measurement for Payment- each ' S0 mm BLOW OFF -ITEM NO. 3.07.02 Reference: RMDSD S-406 Include: 1 Excavation. 2 Supply and installation according to RMDSD S-406. 3 Backfill with select native materials and compaction. 4 Measurement for Payment - a count will be made of the number of blow offs installed. ' TEMPORARY WATER SUPPLY -ITEM N0.3.11.01 Reference: RMDCS Section 01510 Include: .1 Supply and installation of temporary by-pass line, service connections and valves and check valves where required. .2 Supply and installation of temporary 50mm diameter hydrant services including all valves, and appurtenances. .3 Chlorination of temporary by-pass lines and service connections. ' " " " .4 Burying By- rfied in Driveway Protection and Protection of the installation from damage as spec pass" below. .5 Removal of by-pass line, service connections and plugging of temporary taps. 6 Temporary shutoff of private services by operation of curb-stops or such other means as required. .7 Permanent surface restoration of the site upon completion of the work. 8 Measurement for Payment - a count will be made of the number of temporary service connections installed. SPECIAL PROVISIONS - TENDER REMS , CONTRACT NO. CL2010.10 28 Tem ora b - as li h ll b ' p ry y p s nes s a e supplied by connections at each end of the line where practical. Where the ends are at different pressure districts, a check valve shall also be installed. Valves shall be installed in the by-pass in the vicinity of existing main line valves on the line being removed/abandoned and at such other locations as the Contract Administrator may direct. The existing watermain shall not be ' removed from service until the installed by-pass line has been approved by the Contract Administrator in writing. The Contractor sh ll k ll h ff a ma e a s uto s of property services and shall furnish water for the temporary by- pass service from a hydrant or other temporary source. Safety measures shall be taken by the Contractor to the satisfaction of the Contract Administrator but such provisions shall not relieve the Contractor of full responsibility for the adequacy of protection. Driveway Protection The Contractor shall be required, at his own expense, to mound over the by-pass pipe with asphalt or other acceptable material, wherever it crosses a driveway or sidewalk in order to prevent injury or damage to vehicular or pedestrian traffic. Building paper or other such material, as approved by the ' Inspector, shall be placed before mounding up the asphalt. Such lights and barricades as may be required shall be furnished and maintained by the Contractor. In general, the temporary service pipe shall be laid where it will ca th l t b i use e eas o struct on and is least liable to be damaged. ' Burvina By-Pass At all street crossings, the Contractor shall cut and remove asphalt across streets to permit burying the by-pass pipe, without disturbing the concrete base, where applicable and shall replace the asphalt in kind when the pipe is removed. RESTORATION OF SURFACE FEATURES -ITEM NO. 3.40.03 Payment shall be made under this Item on a time and material basis work, not included elsewhere in the , Contract and where agreed with the Contract Administrator. The work under this Item shall include, but is not limited to the following: • Re-location and removal of plantings not designated on the Contract Drawings. • Re-location of plant material and gardens not noted on the Contract Drawings and as directed by the Contract Administrator. Where additional materials are needed, these shall be purchased by the Contractor and reimbursement shall be on the basis of invoicing. No work shall be done under this Item without the authorization of the Contract Administrator. PART `E' -GENERAL ITEMS ASBESTOS ABATEMENT TRAINING FOR WORKERS AND REGIONAL STAFF (Provisional) -ITEM NO. 2.02.50 This training shall be completed prior to commencing any work on this project. LJ r r O liJ 1 u SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2070-10 27. The Lump Sum price bid for this kem shall be For the remediation of Asbestos material encountered in both existing storm sewers and existing sanitary sewers. Reference: Special Provisions -General Conditions -Clause 17 RMDCS Section 01350 Under this Item the Contractor shall provide special health and safety training required due to the requirement under this Contract to remove the existing asbestos-cement pipe. Training shall include, but not be limited to, the following: .1 Training of Contractor's and Subcontractors' and Contract Administrator's workers as required under the current Ontario Health and Safety Act and Regulations. .2 Training of five (5) Region of Dufiam staff members and five (5) members of the Consulting Engineering staff. .3 Provide all training materials including all printed materials, pens, etc. to be retained by participants. .4 Provide samples of appropriate personal protective equipment (e.g. respirators, clothing) for demonstration purposes. Sample equipment shall remain the property of the trainer. The training agenda shall include, but not be limited to, the following: .1 Introduction -General awareness, including history of asbestos, where it may be located, common uses of asbestos and health effects. .2 Legislative Requirements -Ontario Regulation 278/05 Designated Substance -Asbestos on Construction Projects and in Buildings and Repair Operations. 3 Asbestos Abatement Procedures -Review of Type 2 asbestos abatement measures, procedures and disposal. 4 Personal Protective Equipment -Review of respirator use, care and maintenance and other PPE in relation to the various health and safety hazards that exist with asbestos. 5 Familiarization of workers with the Construction Safety Association of Ontario's Construction Safety Manual publication entitled "Asbestos." Note: .1 The location of the training should be at a location close to the project area and shall be picked by the Contractor. 2 The length of this course is anticipated to be one day. .3 Regardless of whether or not the Contractor's staff has been trained previously for asbestos abatement for disposal of asbestoscement pipe, the Contractor must provide the specified training and all workers to be present on site during the removal operations must participate in this training. The following are approved sources providing this training: Ontario Environmental & Safety Network Ltd. www.cesn.net 144 Main Street North, Unit 26 Markham, ON L3P 5T3 Tel.: 1-888-271-2111 and Golder Associates Ltd. The Environmental Health and Safety Group www.goldeccom 100 Scotia Court r SPECIAL PROVISIONS -TENDER ITEMS I CONTRACT NO. CL2070-10 2g, Whitby, Ontario L 1 N 8Y6 Tel.: 905-723-5491 (ext 256) or905-723-2727 Alternate sources of training will be considered. If the Contractor proposes to use an alternate training source, the Contract shall provide evidence satisfactory to the Contract Administrator that such source is competent in providing such training. Basis of Payment: .1 The Contract price bid for this item shall be full compensation for all labour Equipment and Materials necessary to provide the specified training. REMOVAL OF EXISTIN G ASBESTOS-CEMENT PIPE AND DISPOSAL OFF-SITE -ITEM NO. 2.02.57 The unit price bid for this Item shall be for the remediation of Asbestos material encountered in both existing storm sewers and existing sanitary sewers. Reference: Special Provisions -General Conditions -Clause 17 RMDCS S i ect on 01350 -Attached at end of Special Provisions Include: .1 Remove existing asbestos-cement pipe (mainline sanitary sewers and service connections) and prepare for transportation in required containers and bags according to the Occupational Health and Safety Act and Regulations of the Ministry of Labour, the Ministry of the Environment and the Ministry of Transportation. 2 During construction operations with asbestoscement pipe: a) Ensure pipe remains in anon-friable condition. b) Ensure pipe is wetted during removaVhandling operations. c) Do not sand, saw, grind, chip, or use power tools for the removal of the asbestos-cement pipe. .3 Dispose ofasbestos-cement pipe at an approved site. .4 Provide all liability Insurance for the removal and shipping of asbestos "designated substance" , waste. Measurement for Payment: .1 Measurement shall be by length, in metres, of asbestos-cement pipe removed and properly disposed of. .2 The quantity shown in the Form of Tender shall be considered as a Plan Quantity and no further measurement for payment shall be made unless removal of additional material is required or authorized by the Contract Administrator. Basis of Payment: 1 Payment at the Contract unit price shall be full compensation for all labour, equipment and materials to do the work. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 I~ 29. ASBESTOS ABATEMENT! ENVIRONMENTAL IMPAIRMENT LIABILITY INSURANCE -ITEM NO. 2.02.52 The Lump Sum price bid for this Item shall be for the remediation of Asbestos material encountered in both existing storm sewers and exlsting sanitary sewers. Payment shall be made under this Item for Asbestos Abatement 1 Environmental Impairment liability insurance in accordance with Clause No. 27 of the Special Provisions -General. SUPPLY AND MAINTAIN FIELD OFFICE -ITEM N0.8.01.01 Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract Administrator as described in lause 15 of the Special Provisions -General. Payment shall be made at 50% on the first Payment Certificate and the 50°k balance will be paid on the Payment Certificate following issuance of the Certificate of Substantial Performance. BONDS, INSURANCE AND MAINTENANCE SECURITY -REM N0.8.02.01 Reference: RMDCS, Section D1001 Include: 1 100% Pertormance and Guaranteed Maintenance Bond for 24 months. 2 100% labour and Materials Payment Bond. 3 Liability Insurance based on the Contract Price. 100% payment of this Item shall be made on the first Payment Certificate. MOBILIZATION AND DEMOBILIZATION -ITEM NO. 8.03.01 Reference: RMDCS, Section 01001 The contract price stated in the Tender Form for this Item shall be compensation for the following .1 Security protection of the Contractor's office, plant and sorted materials during the course of the Contract. .2 Moving onto the site and setting up the Contractor's office, storage facilities, plant, etc. .3 Providing all necessary access to the project including haul roads as required and the restoration of the surtaces to their original condition after the haul roads are removed. .4 Moving off the site and removal of the Contractor's office, storage facilities, plant, etc. Payment will be made as folbws: 50% of the lump sum stated in the Tender Form for this Item will be paid on the first Payment Certificate; and, the 50% balance will be paid on the Payment Certificate following issuance of the Certificate of Substantial Pertormance. SPECIAL PROVISIONS -TENDER ITEMS t CONTRACT NO. CL2010.10 30. PRE-CONDITION SURVEY -ITEM N0.8.05.01 Pre-Condition Survey shall be carried out to depict existing interior and exterior conditions of building, utilities, monuments, bridges, sUuctural improvements, streets, driveways, sidewalks, within the area of influence of the work site and/or specified distances. The "area of influence" is that radius of distance adjacent to heavy construction, within which structures ' and property are subject to possible damage. The Pre-Condition Survey shall be completed on all strictures, or part thereof, within 30 metres of any work, at a minimum. Additional inspections may be required, if deemed necessary by the Vibration 8 Noise Consultant commissioned to carry out this work. Qualiri Assurance A Vibration and Noise Consultant (VNC) with over five (5) years experience in loss control in urban areas shall be retained by the contractor to complete this work. The person in charge shall be a Professional Engineer Registered in Ontario. The Company shall carry Professional Errors & Omissions Insurance in the amount of $1,000,000.00. Procedure Immediately upon notice to proceed, all pertinent available data relevant to those applicable portions of the work and such other areas as deemed available to be Pre-surveyed is obtained by the VNC. Introduction & Notification A Letter of Introduction from the Owner is hand delivered to all properties within the "area of influence". The letter contains pertinent information regarding the proposed work and advises the identity, telephone number and name of contact person capable of answering questions or addressing complaints. This letter serves to acquaint residents with proposed construction in the area. Inaccessible Properties Should access to a premises by the Inspector be prohibited for any reason, i.e., absent owner/lessorlmanager; denial of authorization; vacant; safety hazard; in such case, particulars of efforts made to gain entry are recorded on the Pre-condition Survey Summary Sheet as follows: • Time and date(s) of contact • Means of contact (in person or by telephone) • Authority (owner/lessorlmanager) • Reason(s) for entry refusal or inaccessibility Photographic Documentation Photographic equipment and materials used are capable of yielding high quality negatives from which detailed enlargements may be made. Pavment 100% payment of this Item shall be made on the first Payment Certificate on proof that the survey has been completed. A reduction in the lump sum payment under this Item shall be made for non-accessible i SPECIAL PROVISIONS -TENDER ITEMS CONTRACF NO. CL2010-10 31. properties or refusal to enter properties which deny access to interiors of buildings in the °area of influence°, as follows: d >75°~ of entry to building interiors, no reduction in the lump sum price bid. • 75% - 50% of entry to building interiors, 20% reduction in the lump sum price bid. • <50% of entry to building interiors, 40% reduction in the lump sum price bid. The lump sum price shall include for a minimum of three (3) post construction complaint visits to a minimum of three (3) separate locations. The Contract Administrator shall be provided with a copy of the pre and post construction reports and photographs of the area allegedly impacted, within ten (10) days of written request. Pre-Condition Survev Report Documentation of exterior and interior conditions of each property/item surveyed inGudes, as a minimum: Vintage and type of construction Description/depiction/dimension of differential settlements (visible cracks in walls, floors, ceilings) or any other apparent structural or cosmetic damage or defect Copies of Introduction Letters, Notification Letters and Reuusa! Letters are to be included in the report. Completed Pre-condition Survey data is to be assembled in a formal comprehensive report, including Summary Sheet. CONTINGENCY UNIT PRICE ITEMS 1.01 DESCRIPTION .1 This Section specifies work to be performed under "Contingency Unit Price Items' at unit prices specified in the Form of Tender. 1.02 RELATED SPECIFICATIONS .1 Construction Specification Section 02315 -Trenching, Backfilling and Compacting .2 Construction Specification Section 02316 -Rock Excavation .3 Construction Specification Section 02511 - Watermains .4 Construction Specification Section 02700 -Site Restoration for Underground Services ~' S Region of Durham Approved Manufacturers' Product List 1.03 CONTINGENCY UNIT PRICE ITEMS .1 Contingency Item No. 1 -Extra Excavation a) Reference Construction Specification Section 02315, The Regional Municipality of Durham SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2070-70 32. May 2005 Works Department b) The unit price stated in the Form of Tender for this item shall be compensation in full for extra trench excavation when instructed byContract Administrator for sewer or watermain work. The unit price shall also include backfilling and compacting of increased depth of trench, and disposal offsite of surplus materials. c) Measurement for payment shall be based on the outer diameter of the pipe, plus 600 mm width for theoretical vertical walls, by approved extra depth and length required. 2 Contin enc Item No 2 -Labour Rate . g y . s a) Include payroll burden, overhead and profit. These rates shall apply for all extra work performed on a Time and Materials basis. b) Foreman's rate to include supply of one (1) vehicle for transporting crew members and hand tools. 3 Contin enc Rem No 3 -H drant Extensions . g y y . a) The unit price stated in the Form of Tender shall be compensation in full for the supply, handling, storage, excavation and installation of extensions to the hydrant barrel and the secondary valve box and rod. Payment will only be made for extensions, which are in addition to the standard extensions specified in Section 02511 and any extensions specified on the Contract Drawings. b) Hydrant and secondary valve box extensions are to he installed at the time of hydrant installation. Hydrant flange grades shall be provided by the Contract Administrator prior to installation. Should the Contractor fail to follow the required grade, adjustment shall be made after the installation and ' all additional costs shall be at the Contractor s expense. .4 Contingency Rem No. 4 -Excavate, Expose and Backfill Watermain or Appurtenances a) The unit price stated in the Form of Tender shall be compensation in full for excavating to expose a watermain or appurtenance, including service connections, to enable the Contract Administrator to inspect the condition. The unit price shall also include the subsequent backfilling and compacting of the excavation. Item No. 4.1 -Total exposure of the main stop, curb stop, main valve box and/or service pipe exclusively by hand or by machine including some hand excavation as require. ii) Item No. 4.2 -Partial exposure of service box or main valve box excusively by hand or by machine including some hand excavation as required to a maximum depth of one (1) metre. b) The location of the existing water service connection or main valve box is to be determined by the Contract Administrator. Where the location is undetermined, the Contractor shall be paid extra- overthis contingency Rem to locate the existing service or main valve box. ~ i SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2010-10 33. .5 Contingency Item No. 5 -Water Service Box Repairs (Extra Over Contingency Item No. 4) a) Item No. 5.1 -New Water Service Box i) The unit price stated in the Form of Tender shall be compensation in full for supplying and installing a new water service box complete with stainless steel rod and brass pin and where required, setting the new service box on a new cedar block. ii) If it is found that the rod in a damaged service box is satisfactory, then the Contractor shall only replace the service box. When this is the case, payment shall be made at the rate stated for Item No. 5.1, less the rate stated for Item No. 5.2. b) Item No. 5.2 -New Rod Only (Stainless Steel) The unit price stated in the Form of Tender shall be compensation in full for removing the existing water service box and rod, installing a new stainless steel rod and brass pin and resetting the service box on a new cedar block. c) Item No. 5.3 -New Lid Only The unit price stated in the Form of Tender shall be compensation in full for removing a damaged water service box lid and supplying and installing a new lid including re-threading as required. The lid supplied must be a threaded type so that the lid can be screwed onto the service box. d) Items No. 5.4 to 5.7 -Water Service Box Extensions (Including Coupling) i) The unit price stated in the Form of Tender shall be compensation in full for supplying and installing a water service box extension including re-threading as required. The material used for an extension shall be black pipe, the same diameter as the service box. The pipe is to be threaded such that a galvanized coupling can be used to join the extension to the service box and the service box lid shall be screwed onto the extension. Under no circumstances are extensions to be used, which fasten to the service box by the tightening of a setscrew. ii) When the only wodc required on a service connection concerns the repair of a water service box, then the Contractor shall be paid under Contingency Items 4 and /or 5 to carry out the necessary work. r iii) When a water service box is required, coupled with other repairs for a water service connection, but not the complete replacement of the connection, the Contractor shall be paid under the unit rate for a water service box. .6 Contingency Item No. 6 -Modify Existing Valve Box a) The unit price stated in the Form of Tender shall include all plant, labour, equipment and materials required to modify an existing screw-type valve box to a watermain slide-type valve box and adjust to grade. b) Valve boxes to be modified shall be designated by the Contract Administrator and no payment shall be made for any valve boxes modified if authorization is not first obtained from the Contract Administrator. i SPECIAL PROVISIONS -TENDER ITEMS t CONTRACT NO. CL2010-10 34, c) The excavating, exposing and backfilling of a located main valve box shall be paid for under Contingency Item No. 5 above except where the main valve box is exposed during roadway construction. Boxes exposed within and/or as part of roadway excavation shall not be paid for under Contingency Item 5. d) Contingency item No.6.1 shall include, removal and replacement of the top section of an existing screw type valve box including cutting off the threaded portion at the top of the bottom section. e) Contingency item No. 6.2 shall incude, removal and/or replacement only with a new lid. f) Contingency item No. 6.3 shall include, removal of the existing top section and supply and install a new top section of valve box. g) Contingency item No. 6.4 shall include, removal of any existing valve box extensions and/or supply and installation of a new valve box extension (intermediate section) based on a 450 mm height. Should a 300 mm extension be required there would not be a reduction in price, similarly should a 600 mm extension be required there would not be an increase in price. h) Contingency item No. 6.5 shall include, removal of the existing valve box bottom section and i replacement with a new valve box bottom section. ) Contingency item No.6.6 shall include removal of the existing valve box and supply in place a new slider- type valve box complete including lid, top and bottom sections. .7 Contingency Item No. 7 -Trench Rock Excavation a) Reference Construction Specification Section 02316 -Rock Excavation. Minimum size of boulder to qualify for payment under this Contingency Item shall be 1.0 m3. b) The unit price stated in the Form of Tender for this item shall be full compensation for excavating rock within trenches and disposal of surplus materials. 1.04 BASIS OF PAYMENT .1 All work covered under this Section shall be recorded on appropriate forms and no payment will be considered unless approved by the Contract Administrator. .2 Use of any of these Contingency Unit Price items shall be limited to a maximum of $5,000 for each group of items (e.g. Contingency Item No. 1 -Extra Excavation) If payment for any of these groups of items exceeds $5,000, the Contract Administrator may negotiate a new unit price for such work in accordance with the General Conditions. r L~ CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 ~. DESIGN GUIDELINES SECTION 900 INSPECTION/CONSTRUCTION i 1 . ~L~-«v~r ruv «v~rcc,nuly MATERIALSAIypCONSTRUCT1011~36 >: 1.0 GENERAL, 1.01 These guidelines are to 6e used in conjunction with the conditions sd out a the ' Subdivision Agreement' in particuhtr Schedule "["-Duties of Owners Engincu and Schedute "L"--Itegulatioas fa Constrttdion. 1.02 The Owner's Consulting Engineer shall provide full-time ' lion and s all Works. °~ ~ of 1.03 The Consulting Engincer shall take extensive preootrsWction photos of sunoaading lands, and shall provide dated/described copies of such photographs to the Mtuticgndily. 1.04 Construction sites are to be maintained to prevent umccessary ponding of water. 1.05 Prior to requesting the inspections (or re-inspections) from the Municipality, the Consulting Engineer shall verify the proper completion of the Works, and submit a written request. ' 1.06 All equipment' materials and methods involved in herrcfr backfill, 6lliog, gtanulazs, concrete and asphah shall be rrronitorod and Certified as acceptable by the owner's Geotechnical Engineer (see attached form). Unless noted otherwise, the term "corrrpacled" shall mean 95%. Standard Proctor or higher (native materials) and 98% Standard Procter or higher (granulaz materials). Such certification shall be io a form acceptable to the Director and shall include all supporting documentation and test results Mix designs for corrraete and asphalt shall be obtained and approved by the Geotechnical Engineer She Geotechnical Engitxxr shall ensure that the type, frequency, location and results of all tests is sufficient to ensure certification. Furthermore, the Creolechnical Engineer shall ensure all results for a given stage of construction are acceptable prior to commencing the next stage of construction. 2.0 STORM SEWERS 2.01 All materials shall be visually inspected by the Consulting Engineer upon delivery, to ensure conformity with specifications and the approved engineering drawings, and to ensure any damaged/substandazd material is marked and removed from tlrc site immediately. OZ Installation of storm sewers shall be continually monitored for adherence to proper bedding, pipe laying, backfilling and compaction procedures. All storm sewers, ^atchbasins and manholes shall be constructed true to line and grade. Street caichbasins to be installed in precise alignment with curb lines, and no tolerances will be 'led Rear yard catchbasins shall be accurately surveyed and verified by the •Q Engineer for correct location prior Io the issuance of a Certi6ate of 1 The precast tops of manholes and catchbasins shall be checked for excess poor to roadbuilding. Ii INSPECTTON,1bL4TERULSANDCONSTRUCTION-37 2.03 Trench widths shall be kept at a tninimttm, while provtd;ng proper widths to txiable mechanical compaction All trenching must adhere to Ministry of Labour roquttements. 2.04 Manholes aro to be back611ed wit- compacted sand, extending min. LO m from the outside face of the structure. (Gtchbasias min 300mm from the face of the tdrttdme). 2.05 House corrections shall extend LS m iao the lots and 6e plugged with approved removable Plugs. Bedding shall be as Per approved statdard dewing. Tees shall be pre- manu[achrrod for pipes 450mm diameter and smaller, cored (~ site) iC525mm diameter or larger, and shall be socuro and watertight The invert of all tees shall be located above the sptingline of the sewer main and shall be a minimmr of 600mm from the nearest adjacent tee or joint, unless approved otherwise. 2.06 Concrete pipes intoJout of manholes shall 6e concrde cndlod precisely to the fits joint. 2.07 All storm sewers, including sheet and rear yard catchbasin leads (and individual service laterals where diraxed), shall be inspected using approved high quality video recording equipment and procedures. The inspection shall be carried out in a manner acceptable to the Municipality rrd all video tapes shall be submitted to the Municipality for review and permanent storage. Video re-inspections may also be requested. 2.08 Infiiltration shall not be pemutted into the storm sewer system. -All leaks shall be investigated to determine their source and shall be corrected to the satisfaction of the Municipality. 2.09 Pipes which have failed in any manner, including cracking (0.3mm design loading cracks excepted), exposed reinforcing or other defects, shall fk removed and replaced to the satisfaction oC the Director. No repairs shall be undertaken without the consent and the direct supervision of the Municipality. 3.0 BACIQ''II.I,ING, GItADDVG AND GRANUI,pR ROAD BASE 3.01 Backfill containing organic or frozen material, or excessively moist material which cannot support conventional compaction equipment, shall be deemed unsuitable and shall not be used. The initial lift o(nafive backfill shall not exceed LO m in depth above the compacted sand cover over the storm sewer and each additional lift shall be placed in layers not exceeding 300mm loose measurement (unless pre-authorized by the t:,eotechnical Engineer). Each lift shall be compacted until it has achieved the specified density before any additional lifts are placed. 3.02 Backfilling operations shall follow pipe installation as closely as possible and be limited to 75 metres oCopen trench maximum. INSPECTION, MATERIALSAND CONSTRUCTION-38 { 3.03 The l reottx~nical Eag6roer shall dotamtatt all tests, including failures and retests, in sequential order, coatiwously Uuoughout dte Project. A Dopy of all test results amll be kept at the site traihx, in addition to providing daily Plotting of all test results on the plan and profile drawings. r 3.04 The Consul' dab Engineer shall ensure that the subgrade is fine graded to the oattect width, and War the tnimimum 3Y crossfall is comsistendy maintainod, with no longitudinal ruts permitted. 'the Geotoclmical Engmea shall employ appropriate Ming measures to assess the suitability of the subgrade, including proof>rolliog, and shall make appropriate recommendations to the Catsttlting Enginoa and Municipality. Whenever possible, localized soft areas in the subgrade shall be replaced with suitable tsative material, not granular material. When addifional grrmulars must be used, they ahotrld be considered on a arced by street basis. Subdrains must then be lowered accotdin6iy, and i 0: l fiost tapers must be provided. 3.05 Subdrains shall be installed only after the subgrade has been proof-rolled and the road structwe has beem funlized. Subdraias shall be installed We to line and grade, in a trench conditioq and shall be backfilled witlt approved granular material having ' aggregates not exeeoding 19rmt. All subdrains shall fie supplied with a filter sock. 3.06 The Geotechnical Engineer shall corrfirm (in a form aceepfable to the Municipality) the _ acceptabrGty oC each stage of roadbuilding prior to subsequent stages commencing. Subsequent stages of road construction shall not proceed without approval Gom Municipal staff. 3.07 After base curbs are installed, all Granular B must be regraded and verified by Municipal staff prior to placing Granular A. (Any Granulaz A placed prior to base curbs shall be considered Granular B). 3.08 Granular material shall be tested in accordance with the latest O.P.S.S. specifiations. Material shall be tested at the pit and also as it amves on site. Material not conforming to the specifications shall be rejected and removed Gom site. 4.0 CONCRETE WORKS 4.01 Concrete to be supplied by M.T.O. approved sources only. All concrete shall be monitored and a!I applicable tests (compressive strength, slump, au entrarnmen~ etc.) shall be carried out by the Geotechnical Engineer as specified in accordance with the applicable OPSS and ASTM specifications. Any material not meeting specifications shall be rejected immediately. 4.02 All concrete to be placed as per the Municipality's Standard Drawings. Contraction joints shall be in accordance with the Municipality's standard drawings and shall be completed as earl y as practical and before any initial cracking occurs- Large cracks or several f INSPECTION, MATERULS AND CONSTRUCTION-39 smaller cracks between coottagion joints in taubs will require removal and replacement of that section of curb. Sidewalks with distinct cracks will also require rephtcaneat. 4.03 Curing cow shall be gwaously appfied to ap cxpoaod concrete surfaces, n~atdless of ambient tanpaatures or seasoq betwocn 1 and 2 bolas of futishimg. 4.04 AIC curbs to be Placed trsiog approved curb machines Excess concrete foamed during curb machine placement sfiall 6e promptly trimrmed and removed prior to setting. Tftc minimum lemgth of nab to be removed and replaced altaU be LS m. No cortctete patch repairs shall be pemaaed. ~, 4.05 Prior to ~ placement of top crab, base curb shall be cleu-od and then atspocled by Municipal staff: Base curb sad stirrups aha116e repaired and/or replaced as diraxod. 4.06 The depth of top curb at the edge of pavement shall not be less than 100mm and shall be continually verified by the Consulting Engineer. r 4.0'7 Immediately prior to the placement oC top curb or sidewallt, the existing surface shall be dampened with water to prevent leaching of moisture from the fresh concrete. 4.08 Driveways to be as per approved house siting plans, with minimum widths of 4.6m for single detached homes. ri, 5.0 ASPHALT PAVEh1E1VT 5.01 All asphalt pavement materials shall be supplied by MTO approved sources, N accordance with OPSS 710, 1003 and 1150 (latest revisions thereof)- MarshalUexttactiotJdensity tests shall be carried out by the Geotechnical Engineer in accordance with OPSS and relating to the approved mix design. Note: Provincial and Municipal projects differ with respect to wnttact administration, paving project sizes, Quality ControUQuality Assurance procedures and testing frequencies. As such, several OPSS specifications are not appropriate for Municipal use and shall not apply, as determined in the sole discretion of the Director. Since curent testing methods do not enableongoing rrtonitoring (and therefore corective action) of the asphalt, the onus shall be on the asphalt suppliers and contractors to ensure, through their own Quality Control methods, that their product meets the basic standards with no exceptions for `borderline' test results permitted. Any reference to `borderline' or to taking `immediate corective action' based on notification of laboratory test results shall be deleted and the product deemed unacceptable. le. OPSS D310.08.04.02 which permits air voids beyond acceptable limits, provided the contractor takes `immediate corrective action' shall not apply. Unacceptable work shay be immediately removed. Financial compensation using MTO formulas (to offset service life reduction in borderline work) may be considered, at the sole discretion of the Director, provided such amount is calculated by the Consulting Engineer, and all parties are in agreement. INSPECTION, MATERrUIS,~ND CONSTRUCTION-40 1 5.02 Prior to placing surface asphalt, base asphalt shall be swept clean of all dirt, debris and ' dusk Areas of base asphalt shall be removed and sawcut at aU perimeters. The use of a Goo-Grid or ~ e ~~' ~ a ~~ directed by the Municipality. Low areas shall be ~ equivalent may also be uniform thickness. ~Od 1O enstue a surface mat of 5.03 Each manhole is to fie precisely raised to foul grade, and verified by Ure Dcweloper's Consulting Enginoer and Municipal stall: 5.04 Tack coat shall be applied just prior to surface paving operations and shall fie allowed to dry until it is is a proper condition of tackiness. The length o f roatl~Y preparod shall fie limited to the inmrodiate paving section, to reduce the rate of 0.41ifrcs/sq. m taking care not to tracbog' It shall be evenly apptiod at surfaces. ~Y curbs, sidewalks or any other adjacent 5.05 Driveway paring shall be fully inspected and verified for depths of stone and asphalt, and the compaction thereof, and ensuring that asphalt is at a sufficient temperature for placement. HL3A (1~.3F) will not be permitted, except in special cases wiW We approval of the Director. Crowning or rounding of Qre limestone will not fie permitted. Materials testing may be required for driveway apron gravel and asphalt, as directed. 6.0 TOPSOIL- SODDING AND SEEDING 6.O1 All areas requiring sod shall fast be fine graded, inzpecledby the Consulting Engineer, then prepazed with 10(knm of good quality topsoil Topsoil and sodding shall meet the requirements oCOPSS 570 and 571, in addition to meeting any additional requirements ' set out in these specifications. Boulevazds shall have 2% positive drainage toward the curb and shall be fully sodded, except in areas covered by driveway aprons or sidewalk. ,~ 6-02 All topsoil shall be hee fiom native till or clay, roots vegetation, weeds or debris, stones and clods over SOmm in diameter. Imported topsoil, if required, shall be fertile, loamy, screened material of a quality acceptable to the Director (containing approximately 4% organic matter for clay looms and 2% minimum organic matter for sandy hams with acidity range of 6.0 PH). Topsoil infested by the seeds of noxious weeds will not be acceptable. 6.03 All sod shall meet the requirements of Ontario Sod Growers Association No. I Bluegrass Fescue Nursery sod. The sod shall be taken Gom good loamy soil and shall be heahhy, well permeated with roots, have uniform texture and appearance and be free fiom weeds. Sod must be laid within thirty-six (36) hours oCbeing cui. Care must be taken during its transportation and placement to prevent any drying out. Sod shall match flush with all adjacent surfaces and shall have no open gaps, overlapping edges or uneven joints. Where adjacent or fronting lands have already been sodded, care must betaken to ensure INSPECTION, MATERIALS~1Vp CONSTRUCTION-41 {.. ' drainage is maingined and a smooth tramition is achieved. On slopes 3:1 sad steeps, sod shall be staked u roquired. 6.04 Laid sod shall be immediately robed to commence immediately thereafter sad produce w even surface sad watetiog shall are well astablished sad mall CO°60ue om a regular basis tmti! healtlty roots removed and Part. [f sod fails to establish immediately, it shall be replaced. No attempt shall be made to try to re-establi~ weak/dead sod through coatiaual watenmg, unless specific per>iu~ ~ ~~ by me Diroctar. The entire work shall be dome is a thoroughly worivnu-like manner with m even surface. sad ~0 6om site ~Y sod deemod wr6t by tl~e Director shall be immediately to conunuaicate with ~~. <n tliis ~~' it is in the best interest of the coadaaor residents regarding the needs of newly laid sod over the first year. 6.05 Where approved by the Mumicipality, hydraulic seeding and mulching may be performed provided that it confotrms to the Ontario Provincial Standard Speci6ca6on No. 572. r ~~ r r CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 STANDARD DRAWINGS P:SDept 1202-29771\SpecslStandDraw.doc r PAGE ONE STANDARD DRAWINGS CONTRACT NO. CL2010-10 STANDARD NO. DESCRIPTION C - 101 1200 mm PRECAST CONCRETE MANHOLE 102 1500 mm TO 3000 mm PRECAST CONCRETE MANHOLE 104 SINGLE CATCH BASIN 105 DOUBLE CATCH BASIN 108 STORM SEWER TRENCH BEDDING 109 PVC STREET CATCHBASIN CONNECTION 110 HOUSE SERVICE LOCATIONS 111 PVC STORM SEWER SERVICE CONNECTION 113 ROUND MANHOLE FRAME AND COVER 1 t4 BEEHIVE CATCH BASIN FRAME & COVER 301 PERFORATED PLASTIC SUBDRAINS 302 STANDARD CURB AND GUTTER 305 CURB AND GUTTER DETAIL AT CATCHBASIN 307 STANDARD CONCRETE SIDEWALK 309 DRIVEWAY APPROACH FOR RESIDENTIAL DRIVEWAYS 311 SURFACE PAVEMENT JOINT TREATMENT 5 - 301 SANITARY SEWER HOUSE CONNECTIONS 307 METHODS OF INSULATING SANITARY SEWERS AND WATERMAINS 401 SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH BEDDING DETAILS 406 50 mm BLOWOFF 407 SUPPORTS FOR WATERMAIN, SEWERS PIPING AND CONDUITS CROSSING TRENCHES 408 100 mm to 400 mm DIA. GATE VALVE AND VALVE BOX 409 HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS 410 19 mm AND 25 mm COPPER WATER SERVICE 422 DEFLECTION OF WATERMAIN UNDER SEWER 429 19 mm TEST POINT BY-PASS 431 JOINT RESTRAINING LENGTH FOR PVC PIPE 433 THRUST BLOCKING FOR PVC WATERMAINS 435 CATHODIC PROTECTION FOR TRACER WIRES ON PVC OPSD- 400.010 CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED GRATE FOR CATCHBASINS 401.010 CAST IRON, SQUARE FRAME WITH CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLES 561.010 INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE 608.010 METHOD OF TERMINATION, CONCRETE CURB AND GUTTER 701.010 1200 mm DIA. PRECAST MAINTENANCE HOLE 701.011 1500 mm DIA. PRECAST MAINTENANCE HOLE 701.021 MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS 704.010 MAINTENANCE HOLE AND CATCHBASIN PRECAST ADJUSTMENT UNITS Other: 7001-110-042 Lawn Drains by Nyoplast 7001-110-046 Lawn Drains by Nyoplast r MIN. ONE ADJUSfMENi UNn, MA%. 300mn pp1 •~ °n F 30MPa CONCRETE BENCHRlC i,. ~5mm OF 19mm CRUSHER RUN LIMESTONE (COMPACTED) ON STRUCTURALLY SOUND GROUND FRAME AND COYER AS PER C-113 CCNCRETE CAP MORTM TDP AND 80TTDM ROWS ONLY (MANUFACNREfYS SEALANT TAPE BEIWEQI ROWS) OUTSIDE OF BRICKWDRK TO RECENE TYlO CW75 OF BnUMINOUS PLANT WHEN MANHOLE NOT LOCATED B7 ROADWAY PRESS SFAL OR EOUNALENr RUBBER CASKET (WA1TN11CHf) ~% _. . d.`. D41. POURED CONCRETE CRADLE TO 1st JOINT NOTES 1 All precast components to be from approved suppliers. 2 Pipes must not enter at a manhole section joint. 3 Lift holes to be completely filled with mortar before backfilling. 4 Aluminum manhole steps as per OPSD 405.020. 5 Precast flat top design only as approved. 6 For manhole depths greater than 5.Om safety grates required. 7 Max. spacing between safety grates is 4.5m. 8 For depths greater than 7.Sm manhole to be custom designed. 9 For benching detail see OPSD 701.021 (use pipe dia. + 100mm for max hole size). 10 Compacted sand backfill within 1.Om of manhole. 11 Semi-cast manholes to be individually designed and approved. All dlmenatona ara In mlllimakaa unlaaa otherwlae noMd. RF16px x0. 1200mm PRECAST CONCRETE MANHOLE ~ ~Rp. 2004 C - 1 0 1 PRECAST FLAT TOP L MIN. ONE ADJUSTLIENT UNR, MAX. 300 mm -150 .~ Ig 30MPa CONCRETE BENCHING PRECAST BASE 8 N FRAME AND CWER AS PER C-713 CONCRETE CAP MORTM TOP AND BOTTOM ROWS ONLY (MANUFACNRTRS SBYAalT TAPE BETWEQI ROWS) OUTSIDE OF BRICKWORK TO RECEIVE Two COATS OF BRUMWOUS PA1Nr WHEN MANHOLE NOT LOCATED IN ROADWAY PRECAST TRANSRWH STAB a PRESS SEAL OR EOIMALENT RUBBER G/SKET (WA7ERRGHh 0 0 m 4 [] a % ~~\\ 6 i ~ r I 8 ~ .. - '. ~~ "t / . ~ 4 . ~. a ~ ~.e ~ POURED CONC ~• `~ ~ ~~i CRADLE TO 1t e r' '~ - •. ,.~. ~. u. a d,. •e 75mm OF IBmm CRVSHER RUN LIMESTONE (COMPACTED) ON SIRIICTURALLY SWND GROUND NOTES 1 All precast components to be from approved suppliers. 2 Pipes must not enter at a manhole section joint. 3 Lift holes to be completely filled with mortar before backfilling. 4 Aluminum manhole steps as per OPSO 405.020. 5 For manhole depths greater than S.Om safety grates required. 6 Max. spacing between safety grates is 4.5m. 7 For depths greater than 7.5m, or where directed, manhole to be custom designed. 8 For benching detail see OPSD 701.021 (use pipe dia. + 100mm for max. hole size) 9 Compacted sand backfill within 1.Om from manhole. 10 Semi-precast manholes to be individually designed and approved. All dlmanalona an In mllllm~}na unless otharwlsa nolad. 1500 TO 3000mm '~'°°""°` PRECAST CONCRETE MANHOLE C-102 APRIL 2004 CATCH eASIN a c 1 r i NCB 1 All precast components to be from approved suppliers. FLAN 2 Compacted sand backfill within 0.3m of catch basin. 3 Refer to C-109 and C-305 for additional details. 4 Invert of sub-drain and the obvert of catch basin lead are to be level. 5 Lift holes to be completley filled with mortar before backfilling. All dlmensiona an in millimetroa unlsas otherwlae noted. I ~ilIIlalp tillt9 of Clarineton F.n ainacrinn Ce...,:..ee ne..e..a... e..a SINGLE CATCH BASIN APPoL 2004 aneoa xo. aLweax wTe C-104 LIMESTONE (CONPACTED).._.~ SECTION A-A SECTION B-B ,700 115 610 250 810 115 MORGR~ 100mm PQtFORAIID SUe0RNN5 250mm SOLID PVC PIPE ~ ~ iO 1 I ~ ~ ~ i 230mm SOLA WALL PVC PIPE 150 SECTION A-A SECTION B-B 75mm OF 19mm CRUSHER RUN LIMESTONE (COMPACIm) NOTES PLAN 1 All precast components to be from approved suppliers. 2 Compacted sand backfill within 0.3m of catch basin. 3 Refer to C-109 and C-305 for additional details. 4 Invert of sub-drain and the obvert of catch basin lead are to be same elevation. 5 lifting holes to be completly filled with mortar before backfilling. All dimsnalona an In mI1llmstroa unlaaa otftawip noted. Municipality of Claria~ton Engineering Services De artment 11E1410N ra. 11fl~011 IMIE DOUBLE CATCH BASIN C-105 zoos COMPACIID SAND 9876 SPD COMPACTED 19 mm CRUSHER RUN UM6fONE 98x SPD CLASS B BED ING BEDDING AND CLEARANCE Atl dimanstons an (n APRIL 2004 INSIDE PIPE DWAEfER d(MIN) w (LyN) UP 7D 900 100 300 1050 AND IARGER 150 500 unless ofharwlaa noted. STORM SEWER TRENCH BEDDING REVmoN No. aEV151D11 MTE C-108 MANUFACNRED SINDED P.V.C. SLEEVE (WAIERIIGFlf) CATCH BASIN SOLID NALL P.V.C. ~ ~ CATCFI BASIN LFhD } '~ ;::;q T - •?. , 3Wmm SAND COVER COMPACTED .,..` • ~: :~~:~`,~•;:• . • ~ ' TO 9811 SPD ,r.. ~ : ~`.:. ,__.: _ " ~, . ~ . :a " ~ - ;'~::.'~ ' ~ J ' ± .: .. ~ ;. ~ . . a , .'~~i :':;~~~ ' ~ Vie. •: a . _.... . ' e - .. STORM SEWER ~. ~: .. ~ (. ..: J.' ... ~.a:~. ri NOTES 1 Pipe to enter catch basin at right angle 2 250mm dia. lead for double catch basin. 3 200mm dia. lead for single catch basin. SEE C-711 . i 19mm CRUSHER RUN LIMESTONE TO TOP OF PEE, COMPACTED TO 9Bx SPD All dlmsnsiona an In mlllimafrea unless olhsrwlaa noted. Municipality. of Clarineton Engineering Services Department P.V.C. STREET CATCH BASIN CONNECTION Rnasax W9E C-109 APRIL 2004 rJ r r r w FlNSHm GRADE / N / ~ ~ \\ y ~\ %~ sao ~soD C/L LOT / u.. ~~f4ti.:. ~s'~~: te` r . 0 _ ~ ° °i I ~ ~ ? . ' \ 3CO~~ER 70 9e SPD7G WA J ~ ~ i y , .' .. ~ o. ~ ~ ~' ~ % ~ '~ ~ ~ ~ ~ 19mm CRUSHER RUN LHA6TONE ~• ~ ~ / ,~ / /. TO TOP OF PYC PIPE AND , ~~~ h ~ y COMPACTED TO 98[ SPD. 3 SECTION A-A I I N.T.S. i ~ (~ ~ ~ 1500 ~ ..-L m I SIREEiLJNE i i STOP A i I A I 1 1 1 i ~ 1 i ~ I ~ URB & GUTTER i;, i . ~' MMNIOIE SR)RN'.;SEWEA 1- ~ ~_ 1'-G,1 57REEr - .. _ _ - I -----1--+----- HOLE - ~ ~~-SANfTARV SEWER -__.________- t ________________y._ ______ ______________ CURB Q GUTTER ______ WATERMNN STREERINE NOTES 1 For storm service connection details refer to C-111. 2 For sanitary/water service connec tion details refer to Durham Region specifications. All dlmsnalona era In mllDmaMa unla» otharwlaa noted. Mu ici alit of Clarin ton a¢aaD Engineering Services De artment ar.WnoN «a APPao~ HO USE SERVICE LOC ATIONS MP~~AP L 2004 C-'~ '~ O O C 2W_ W W wEEP9lG TaE. 1.8, NA%. 3.0) ~~- ,: 1 O \ .'. , i WATERIIGM PU1G 100mm CRUSHER RUN UNESTONE TO TOP OF PWE 700mm SANG COVER 180mm a P.¢C: (S.D.R. 28) PIPE COAIPACIED 19mm CRUSHER RUN UNESTONE PROFILE OPEN9iG TO BE MNCHINE-CORED IN FlEU) BRANCH NOT 10 PROJEC INTO SEWER CONNECTION FOR SEWER MAINS 525mm~ & LARGER 150mm a BRANCH PRENNNUFACTURED NOTES 1 Service connection invert to enter main at springline or higher. All dimsnalona an In mNna unl~sa otharwla~ noted. Municipality of Clarineton Engineering Services Department zooa PVC STORM SEWER SERVICE CONNECTION IICI610N M0. RMSION rva[ C-111 CONNECTION FOR SEWER MAINS 450mm~ & SMALLER A A UFT HOLE ~ 100 oaooo ooonaoo g aloaooano 6 OOODOO aaooo ooaaoon oooaoolooo o o COVER PLAN 4.Smm MA1(. g24 _ CLEARANCE IH14 I 29 29 ' I Z~~l f ~676~ SECTION A-A SECTION B-B 49 67 NOTES 1 Allowoble tolerance for dimensions of 300mm or less is t 3mm. 2 Allowable tolerance for dimensions greater than 300mm and up to 900mm is f 6mm. 3 The name of the manufacturer is to be distinctly cast in raised letters. 4 The designation "STORM" and year of construction are to be distinctly cast in raised letters. All dimanalona an In mllllmatns unlssa oth~rwla~ noted. ' Mur,~icipality of Clarineton r....:...,.._:__ ~_____ ,.____.__ __ . aesox Ru ROUND MANHOLE ,rah FRAME AND COVER C-113 APRIL 2004 FRAME PLAN ' ~° 597 _--~2-- B X00 o~ ~ ~~ ~~~ r i-- B t9 GRATE PLAN SECTION B-B All dimenstona an In milllmetna unlsaa olharwlsa noted. Municipality of Clarington Engineering Services Department BEEHIVE CATCH BASIN FRAME & COVER aensox xa C-114 2004 SECTION A-A FRAME PLAN CURB NID CUTTER 100mm CORRUGATED. SLO7RU PLASTIC PIPE WfTH FACTORf iNS1Al1ED FlLTER FAURIC. FlNLSNm eOULEVMD NOTES 1 Subdrains are to run continuous on both sides of road. 2 All subdrains shall have sufficient grade to drain into catchbasin. 3 Subdrains are to be installed in a trench condition. 4 If additional depth road granulars used, subdrains must be lowered accordingly. 5 Proper connections are to be used when splicing sections together. All dlmsnaions an In mIIIImNns unbsa ofhnwia~ nof~d. PERFORATED PLASTIC SUBDRAINS 2004 aelmoe xo. avm~ oae C-301 DRNEWAY DFPRESSION SIDEWALK LEDGE I 550 (SEE NOTE 4) ~ STANDARD CURB AND GUTTER DRNEWAY DEPRESSION BARRIER CURB NOTES 1 Concrete shall conform to OPSS specifications (30MPa, 7% t1.5% air). 2 Contraction joints every 3.Om (maximum). Saw-cuts to be 25% of total depth. 3 Curing compound is to be sprayed on within one hour of finishing. 4 Additional width required where curb is adjacent to sidewalk. All dimenalons an In mlllimefna unless ofherwlae noted. Mnnici alit of Clarin ton Engineering Services Department °Q'® eLaaox xa ~~,m RE\8011 auc STANDARD CURB AND GUTTER APB a~ C-302 APRIL 2004 -- - ~i B / I I I SHAPED AREA A Do 00 I z I I \ I SEE B NDTE 2 -----~ ~NJONm ACCURATELY WRH DV~ CuRB SH) nT nnl CB FRAME lO BE CORRECTLY ~ ALIGNED WITH PRECAST / I r~ I I I I I I I L- - FULL DEPTH EXPANSION JOINT aNE LL/J!T TAPE SECTION B-B NOTES 1 For grate specifications see OPSD 400.010. 2 Stage I -temporary asphalt filler around catch basin including full curb. 3 Stage II -remove asphalt filler and complete curb in one pour. All dtmanalona ara In mlllimahaa onlaas otharwlaa noted. of CURB AND GUTTER DETAIL AT CATCH BASIN ' I APRtt. 2004 Services De artme~ RErLAOR Na at~moN are C-305 SECTION A-A DOtEC1TONAL ONES: MIN. O.Sm MART AND 1.5m LONG MAxM1UM SPACING OP JOm BETWEQJ E%PANSION JOINTS AND WHERE SIDEWALK ABUTS ANY RIGID STRUCTURE 0.75 PROPERTY lAlE 1.8 1S K N CONCRETE INFlLL CONTRACTION JOINiS (7YP.) DEPRESSW CURB~~ 1.5 0.75 W ~ Tx ~ , ` ~.. a • ~ '•.I '. • . J , .~~.\ 311mm 15Omm AT DRNEWAYS - COMPACTED NA71VE MATERIAL (SEE NOTES 1 ANO T) NO 1 TES Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality. 2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewalk. 3 Concrete shall conform to OPSS specifications (30MPa, 7% t1.5% air). 4 Curing compound to be sprayed on sidewalk within 1 hour of finishing. 5 Expansion joints to be be placed full depth of sidewalk. 6 Contraction joints to be 25% of full depth of sidewalk. 7 Surface of sidewalk to have a broom finish. All dlmmsiona an In mama unHsa ofharwla nofad. M 'ci alit of Clarin oa Engineering Services Department ~"~ ~ avrslaN Na JPVRaT m APPIaTID nor: STANDARD CONCRETE SIDEWALK Z ~-JD7 APRIL 2004 REFER TO APPROVED HOUSE SITNG PW! (MAX 6.Om) SRiFET UNE UMR OF APPROACH PAVING - sx To ax MIN. SOmm HL3 ASPHALT / MIN. 150mm CRANUTAtt 'A' OR -// CRUSHER RUN lWFSTONE(COMPACTED) COMPACRD SUBORPLE SIDEWALK SIDE OF STREET smEEr IAIE _uTOex INN. 150mm GRANULAR 'A' OR CRUSHER RUN UM6fONE(COMPACTm) COMPACTED SUBGRADE NON-SIDEWALK SIDE OF STREET All dlmonsiona on In mlllimatroa unMas ofharwisa noted. APRIL 2004 DRIVEWAY APPROACH FOR RESIDENTIAL DRIVEWAYS RMaION N0. RErIDgI ah C-309 PAVEMENT BASE l PROPOSm PAVEMEM TO BE REMOVED 40mm NLi ALL EDGES TO BE PAINTED WII}I A BRUMIff0U5 EMIASION SECTION A-A All dlmenalona aro in mBlimehsa unlaaa ofherwha noNd. E%ISIIND PAVEMENT aEa~m aErtsloN Ra acrmoN ogre """"°"`° SURFACE PAVEMENT JOINT TREATMENT A ~ :DD. C-31 1 10 BE REIIWED I~ i i~ II II OF ROAD ~ IVSHE~SHODU)ER GRADE ~ ~ PROPERTY UNE E E BELL END WTM PLUG OR ° SHORT LENGTH OF VC o1 „ ~ COUPUNG WITH OR PVC SDR 28 PLUG E ~ 1~ ~ I E ~ ~ w ~ ~ I SEE ,A, NOTE 4 PIPE COUPUNG MhX ~ CONNECTION INVERT FULL LENGTH OF VC CONNECTON DRANCH OR PVC SOR 2a SEE NOTE 2 'A' -MIN. 75 mm, MAX. 125 mm OBVERT TO OBVERT 'B' 'B' -MAX. 300 mm OBVERT TO OBVERT coNNECnoN SANITA RY SEW ER HO ISF CnNNFCTInNS INVERT SEWER MMN ~~ 1. IN NEW SUBDMSIONS 7HE SANRARY SEWER AND WATER SERVICE 9.525 STUD do NUf CONNECTIONS SHALL BE INSTALLED IN SEPARATE TRENCHES. (2 REQUIRED) IN CASES WHERE THE SEPARATE TRENCH INSTALLATION IS NOT PRACTICAL, SANITARY SEWER AND WATER SERVICE CONNECTIONS MAY BE INSTALLED IN A COMMON TRENCH AS PER DETAIL 'A' CEMEM MORTAR 2. . IN NEW SUBOMSIONS ALL CONNECTX)NS TO THE SEWERS PRE TO BE MADE WITH A FACTORY MANUFACTURED 'T. FOR CONNECTONS TO EXISTING SANRARY SEWERS, OTHER THAN PVC A SADDLE ' - - =` CONNECTION IMY BE USED. MORTAR-ON SPDDLES SHALL 8E USED , 1 0 ' ~~ n ~ ON CONCRETE PIPE GREATER THAI) 0.50 mm DIAMETER. 4~. ~tl 3 .7 ~° 50 DEPTH CONNECTONS TO EXISTING PVC SEWERS SHALL BE MADE WITH . A FACTORf MANUFACTURED TEE OR !JI APPROVED SADDLE. CONNECTIONS 70 EXISTING AB.S. TRUSS PIPE SHALL BE MMF wma 'TAMPIN' IXPANSION LMACHINE ~INSIOE CIRCUMFERENCE ANCHOR CUf OPENING OF PIPE MORTAR-ON SADD! ES FOR rnNr.RFTF .MAINS OVER 450 mm DIAMET R PIPE COUPLING 22.5' BEND 10D mm VC OR PVC SDR 28 SADDLE BRANCH SEWER MAIN A A TOP VIEW STAINLESS RING SEAL ACCORDING TO STEEL NUT 7 MANUFACTURERS AND SPECIFlCAnON WASHER _~- STAk1LESS STEEL SECTION 'A-A' STRAP BE USED IN THE FlRST UPSTREAM LEG FOR ALL SEWER CONNECTONS. 3. 45' STRAP ON SADDLE SHALL BE USED ON SEWERS OTHER THAN PVC PIPE, WHEN LATERAL INTERSECTS SEWER MAIN AT AN ACUTE ANGLE. 4. THE SEWER CONNECTgN SHALL BE LAID FROM THE MAIN TO 1.5 m BEYOND THE PROPERTY UNE IN NEW SUBDMSIONS ONLY. 5. THE END OF ALL SEWER PIPE SHALL BE MACHINED. ALL CUTTING AND MACHINE SHALL BE DONE BY CONTRACTOR. 6. A COUPUNG SHALL BE INSTALLED A7 DFi1D END AND SHALL BE PLUGGED USING A WATER nGHT PLUG. 7. DEFLECTIONS OF PIPE AT JOINTS IS NOT TO EXCEED 75 mm I.E.: 150 mm MAXIMUM DEFLECTION FORA 3 m LENGTH OF ASBESTOS CEMENT PIPE 75 mm MAXIMUM DEFLECTON FOR 1.0 m LENGTH OF VETRIFlED CL1Y PIPE e. PIPE COUPUNG SHALL BE 'RING-nTE' OR EQUNALENf. PVC SHALL BE BELL AND SPIGOT JOINT. 9. REFER TO STD. 5-401 FOR BEDDING REQUIREMENTS. 10. WHEN MORTAR-ON SADDLES ARE USED, A MACHINE CUT OPENING SWILL BE MADE IN 7HE S4NRARY SEWER WITH A CORING MACHINE. 11. 2$ MIN. GRADE TO tOR MAX. GRADE FOR 100 mm DM. PIPE. 12. 1R MIN. GRADE TO 10$ MAX. GRADE FOR 150 mm DM. PIPE. SEWER SERVICE SERVCE d =MIN. 75 mm, DEPTH OF BEDDING BELOW PIPE. Bc =OUTSIDE OWAETER Bd =MINIMUM WIDTH OF TRENCH = 8c +600 mm WffH MIN. OF 900 mm OR Bc + WIDTH OF SHORING + 600 mm SANITARY SEWER HOUSE CONNECTIONS AND SADDLES (100 mm & 150 mm PIPE) DATE: 1981 ION ND.: 11 {GALE: N.T.S. S-301 FINISHED GRADE TRENCH WIDTH FlNISHED GRADE O.D. + MIN. 600 i S ~ $ ~~ \\\\\\\~- SANDO 95 RVPRODCTI~R DENS tt MPACTED ~ ~ A, I'•~."~" EXTRUDED POLYSTYRENE INSUUTgN ~~~ ~ ~SIYROFOAM HI 40 OR APPROVED EQUNALENT) >D3 ~- WA7ERMAIN OR SANITARY SEWER REDOING DETAIL AS PER 5-401 95R PROCTOR DE -FlNISHED GRADE 0 ~°.i o n O H >= 1350 S N SAND -EXTRUDED POLYSTYRENE INSUUTION - (STYROFOAM HI 40 OR APPROVED EQUNALENT) WATERMAIN OR SANRARY SEWER Zl W = O.D. + 2 (1500 - H) OR 0.0. +600 mm WHICHEVER 5 GREATER. WHERE W = INSUUTION WIDTH O.D. =OUTSIDE DIAMETER OF PIPE SHALL BE INSUUTED H =DEPTH OF PIPE SHALL BE INSUUTED (MINIMUM = 1200 mm) H < 1350 METHODS OF INSULATING SANITARY SEWERS AND WATERMAINS O ~ Y~1 Z n - OEV. DATE: 2002 10 KALE: N.T.S. S-307 TO O.D. +600 (MIN. 900) GONGRE7F FNPeSFLArA~r ~ CONGRETF A.pCN DETAIL 1. PVC WATERMAR! AND PVC SANRARY SEWERS SHALL NOT BE CONCRETE ENCASED. 2. 7HI5 DETAIL APPLIES TO PROPOSED PIPING ONLY. ~o.o. + (MIN. COMPACTED O.D. + 600 TOR DENSffY ~l __ Q.ON. 900) CONCRETE MIN. 15 MPa ::: -^:r`> ... ..,; ~.-'.,. JZRY TRENCH /9 mm CRUSHER RUN LIMESTONE COMP .~ 7Y a' O~ ~r:~'n: Y~7" ACTED TO 98 R PROCTOR '~ WFT TRENCH ..~: ,•, .js ~' 1'Iar..~:' 19 mm TYPE 1 CLEAR STONE CONCRETE GRerw c .GIAS~A REINFORCED As = 1.OR LT= AB REINFORCED A, = 0.4R L1= 3.4 PWN LT= 2.8 + 600 I. 900) ~ 19 mm TYPE 1 CLEAR STONE wer nto~ CLASS B emr ra~ucu CONCRETE AND CPP PIPE L1 = 1.9 + 600 --y 900) ~ 19 mm CRUSHER RUN d LIMESTONE COMPACTED c ~O~' TO 98 R PROCTOR (150 19 mm TYPE 1 CLEAR STONE MIEf TRENF`31 ~R'Y 7RENOH ecc a JD BEDDING AND 150 mm DYERS JSTIY ~o.o. + (MIN. 9 t:°.. . +. ~. '., f'..`_:.F' ::'.'. ~,. -'.: 1 100 CLASS D I DUCTILE IRON AND COPPER F O.D. =OUTSIDE DIAMETER OF PIPE LT = LOAD FACTOR L~A/,~~=~A~JtEA OF STEEL T 1. BNOE~IS MATERALS SHALL BE FULLY E%7ENDED °n AND COMPACTED AGAINST TRENCH WALLS. BEDDING MATERIALS SHALL BE PUCEp AND COMPACTED IN 150 mm DYERS. 2. NO MECHANICAL COMPACTION EOUIPMENi SHALL BE USED ON TOP OF PIPE PRIOR TO PLACING v A MINIMUM OF 300 mm COVER. ~ 3. PIPE SHALL BE BEDDED TO PROPOSED LINE l AND GRADE WffH UNIFORM AND CONT91UOU5 SUPPORT FROM BEDDING. BLOCKING WITFI ANY ~ HARD OBJECT SHALL NOT BE USED TO BRING THE PIPE TO GRADE. r 4. 19 mm OIA CRUSHER RUN LNAESTONE TO MEET OPSS 1010 - GRPNUL4i A SPEC. - TABLE 2. 5. 19 mm TYPE 1 CLEAR STONE TO OPSS 1004, 1OOR CRUSHED. 6. CONCRETE TO OPSS.MUNI 1350. SANITARY, STORM AND WATER (MAIN AND SERVICE) PIPE BEDDING AND CONCRETE ENCASEMENT DETAILS S-401 WAIERMAIN ~50 mm WATER SERVICE :~ SERVCE BOX MAIN STOP•~, HEAYY DUTY k APPROVED BO% AND ROD SADDLE RESTRAINED PLUG 1 roP secnoN VALVE BOX (135 mm SUDE IYPE) 50 mm COPPER ~~ BLUE PAINTED ' LOCAnON STAKE T CRIMP Jz ~_ TOP SECnON ~ VALVE BOX , mm COPPER 5 0 ' 1,~f ~ TC ,i s CAT HODIC PROTECnON, BONDING CABLE AND TRACER WIRE SHALL BE mm AS PER 5-435. 5-439. VICE S BS N MILLIMETRES EXCEPT WHERE NOTED. ' DWG. DATE: 1993 11 REV1510N NO.: 4 REV. DATE: 2008 04 SCALE: N.T.S. S-406 ~ 0 0 m 50 mm DRAINING CURB STOP 50 mm CAPER SERVICE PIPE-~ WATERMAIN CORPORATON MAIN STOP 19 mm CLEAR CRUSHED STONE 8 APPROVED SADDLE 50 mm z 150 mm X 300 50 CEDAR BLOCK mm BLOWOFF WATERMAIN ae r ANCHOR TEE do VALVE OR TEE k RESTRAINED VALVE SERVICE 100 mm TO 300 mm WATER SERVCE 0 m GATE YAIVE i 3 50 mm DRAINING CURB STOP 50 mm COPPER ? RESTRAIN€D CAP / / ` i/ \ m CORPORATION ~ MAINSTOP GATE VALVE k BOX 19 mm CLEAR CRUSHED STONE AS PER 5-408 SO mm x150 mm X 300 CEDAR BLOCK 100 mm TO 300 mm WATER SERVICE -~ WATERMAIN 50 mm BLOWOFF WIDTH OF TRENCH STEEL BEAM OF ADEQUATE SIZE GROUND TEMPORARY HANGERS 0 0 19 mm CRUSHER - RUN LNAESTONE COMPACTED TO 95R PROCTOR OENSRY O.D.+600+H SEWER fERMNN DO NOT REMOVE HANGERS UNTIL BACKFlWNC OPERATIONS REACH THIS POINT WIDTH OF TRENCH STEEL DEAM OF AOEOUATE SIZE- GROUND ELEVATION- TEMPORARY HANGERS REACH 19 mm CRUSHER RUN LIMESTONE COMPACTED TO 95R PROCTOR DENSRY - O.D.+600+H NEW SEWER OR WATERMAIN x RO - CFCTInN LONGITUDINAL E TION C~RANCE LE~~ THAN 1 00 UWG. DATE: 1983 04 SUPPORTS FOR WATERMAIN, SEWERS, REV.SDATE:O 2002 10 SCALE: N.T.S. PIPING AND CONDUITS CROSSING TRENCHES S-4O7 WORKS DEPARTMENT E%TENSION STEM 13 mm ROUND HOLE WITH GROMMET 135 mm SUDE TYPE VALVE BOX do COVER TRACER PARE - E%TENSION (AS REQUIRED) 50 mm OPERATING NUT OPEN TO LEFT GUIDE PLATE NON-RISING STEM 7ACER WIRE CONNECTED JGENIER USING A SPLR OLT 10 CONNECTOR. PLR OLT SHALL BE RAPPED IN ELECTRICAL UTTY. 'I ' . . E~ o k' NZ <W ~N ~ EXTENSION STEM SHALL FASTENED TO OPERATING ~ NUT WITH 2 SET SCREWS --~ \~ TRACER WIRE R>a~iil7;Pri I ~ 5.4 kg ZINC ANODE 19 mm CRUSHE ~~~ SOLID CONCRETE BLOCK RUN LIMESTONE 150 mm x 150 mm x 300 mm NO TES R. TRACER WIRE COATED, 7 STRAND, 1. VALVE BOX SHALL BE ADEQUATELY BRACED WHILE BACKFlLUNG 12 GUAGE TW75, TWU75 OR AND MUST REMAIN PLUMB. RW90XlPE WIRE RATED AT MINUS 40' C. 2 VALVE DOX EXTENSION SHALL BE USED ONLY IF REWIRED. " 9 TRACER WIRE SHALL BE INSTALLED 3. REFER TO STANDARD SPECIFlCATIONS FOR THE CONSTRUCTION ' . g1T~pE VALVE BOX AND BROUGHT OF WATERMAINS FOR PLACEMENT OF MARKER STAKES. ~ INTO UPPER SECTION THRWGH 13 mm 4. VALVE SHALL BE COMPLETELY BACKFlLLED W17H 19 mm RWNO HOLE LENGTH OF TRACER WIRE 5. CRUSHER RUN LIMESTONE. VMEN THE DEPTH OF THE OPERATING NUT IS GREATER INSIDE VALVE BOX TO BE 450 mm MIN. THAN 2.0 m BELOW FlNISHED GRADE AN EXTENSION 10. TRACER WIRE SHALL BE INSTALLED IN ALL STEM SHALL BE USED. P.V.C. AND C.P.P. MAIN LINE VALVE BOXES. 6. ALL INUNE VALVES INSTALLED ON PVC WATERMAIN SHALL BE 11. CATHODIC PROTECTION, BONDING CABLE AND TRACER WIRE RESTRAINED AS PER 5-433, UNLESS OTHERWISE NOTED. SHALL BE AS PER 5-435, 5-439. 7. IF VALVE BOX IS LOCATED IN A GRAVEL AREA. A 1.0 m x 1.0 m x 50 mm ASPHALT COLLAR SHALL BE INSTALLED. 100 mm TO 400 mm GATE VALVE, VALVE BOX AND TRACER WIRE ARRANGEMENT FOR PVC OR CPP WATERMAIN REVISION NO.: i6 REV. DATE: 2006 04 -408 fL HYDRANT ATTACH TRACE WIRE UP THROUGH SPUT I RING ANO FASTEN TO HYDRAM FLANGE BOLT ~ N ~ Z% I 1 ~ ~ FlNISHED GRADE WRAP TRACER WIRE ONCE MOUND HYDRANT BARREL - TRACER WIRE COATED 7 STRAND 12 GAUGE TYns, mu7s oR RW 90 %LPE WIRE RATED AT MINUS 40'C I w ~ ~~ I rc ~~ I w~ mw I O~ I zo inn I } - -__ 150 mm GATE VALVE 150 mm PVC PIPE -r ADJUSTABLE VALVE BOX SHALL BE SET FLUSH WITH FlNISHED GRADE 19 mm CRUSHER RUN UMESiONE COMPACTED TO 9B% PROCTOR DENSITY CONCRETE BLOCK 200 z 200 x 300 TRACER WIRES CONNECTED TOGETH I USING A SPLIT 80LT A 10 CONNE( SPLR BOLT SHALL BE WRAPPED IN ~ ELECTRICAL PUTTY I ~ ~~ + ~--~-- + ~ JOINTS SHALL BE MECHANICALLY) ~ 1 z_lo / RESTRAINED AS PER 5-433 ~ ~"' ' CONCRETE BLOCK ~ MIN. 1000 150 x 150x300 I ANCHOR I 19 mm CRUSHER RUN LIMESTONE COMPACTED ~ AS PER MUNICIPAL STANDMD CROSS-SECTION i TO 98R PROCTOR OENSRY NOTES 1. JOINTS SHPLL BE MECHANICALLLY RESTRAINED. 2. BEDDING AS PER 5-401. 3. HYDRAM E%TENSIONS SHALL BE INSTALLED AT BOTTOM OF BARREL. 4. ANCHOR TEE, VALVE & HYDRANT SHALL BE COMPLETELY BACKFlLLED WITH 19 mm CRUSHER RUN UMESfONE. 5. IF HYDRANT REQUIRES ACCESS ACROSS DRCH, INSTALLATON SHALL BE AS PER S-428. 6. TRACER WIRE COATED, 7 STRAND, 12 GAUGE TW75, TWU75 OR RW 90 %LPE WIRE RATED AT MINUS 40'C. 7. TRACER WIRE SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS. 8. CATHODIC PROTECTION, BONDING CABLE AND TRACER WIRE SHALL BE AS PER 5-435, 5-439. HYDRANT SET WITH MECHANICALLY RESTRAINED JOINTS 1978 13 :: N.T.S. -409 FIN5HE0 ROAD GRADE COPPER SERVICE PIPE TYPE 'K' ~ ~~ ~ BRISS SERVICE GROUND CLAMP C/W TRACER WIRE CONNECTOR SEE NOTE 4 TRACER WIRE COATED 7 STRAND, 12 GAUGE TW75, TN'U75 OR RW 90 XLPE WIRE RATED AT MINUS 40'C. NON-FERROUS WM coRPORAnoN MaN sroP (wrrN APPROVED SADDLE) 14.5 kg CORPORATION MAIN STOP (WffH APPROVED SADDLE) FINISHED GRADE INSUTAnON AS PER 5-307 N n r 90' z z ~ w E%ISTNG J ~ ~~ WATERMAIN CORPORATION MAIN STOP LOWERING WATER SERVICES (~ APPROVED SADDLE) SERVICE PIPE ROD SERVICE BOX CURB / x150 - 50mmx 150 mmx300 mm CEDAR BLOCK PLACED ON UNDISTURBED GROUND CURB STOP LOCATIONS AS PER 5-445 NOTES 1. THE WATER CONNECTION SHALL BE WO FROM THE MAIN TO 150 mm BEYOND THE PROPERtt LINE, IN NEW SUBDMSIONS ONLY. 2. HORIZONTAL GOOSE NECK SHALL BE USED WHEN COVER LESS THAN 1700 mm. 3. WATERMAIN SHPIl BE TAPPED UNDER PRESSURE. 4. SERVK:E GROUND CUMPS AND SPLIT BOLT SHALL BE WRAPPED WITH ELECTRICPL PUTfI'. 5. ANODE SHALL BE PLACED AT LEAST 1.0 m AWAY FROM THE SERVICE Af1D AS DEEP AS THE BOTTOM OF THE SERVICE. 6. ANODE SHALL BE LOCATED BETWEEN THE MAIN STOP AND CURB STOP. 7. PLUMBING CONTRACTOR 70 REMOVE TAIL PIECE AND HOOK UP TO CURB STOP. 8. CATHODIC PROTECnON, BONDING CABLE AND TRACER WIRE SHALL DE AS PER 5-435, 5-439. 9. MINIMUM SEPARATION DISTANCE BETWEEN TAPPED COUPLINGS SHALL BE 1.0 m. tO. COUPLINGS SHALL NOT BE PERMITTED BETWEEN THE MAIN STOP AND THE CURB STOP WRHOUT PERMISSION OF THE REGION OF DURHAM, 19 mm AND 25 mm COPPER WATER SERVICE S-410 SEWER TO BE SVPPORIED SEE DETNL s-a7 vERnrx EXISTING BEND VPRMBLE SOLID EXISTING WATERMPlN ~ ~ ~~ I 02 _}- G Lv'~ NIPPLE ~ SLEEYT: WATEAMAIN \ y[TiRCAL _ _ _ _ ~ BEND _ - _ VNRABLE NIPPLE S I VfRI1GAl VARWBIE NIPPLE BEND i_ / j ~ I BEND I - COMPACTED GRANULAR BEDDING - MECHANICAL JpNT, DUCTILE IRON RETAINER GLANDS TO BE USED I DN N.L FIRINGS ON 0.1. WM. FOR P.V.C. WM. REFER TO NOTE 1. UNDISTURBED GROUND I 2~ / COMPACTED GRANULAR BEDDNG 1 . MIN. LENGTH O.D. OF SEWER + 800 .~~ I_ SEE DETAILS 5-433 AND S-43i FOR MEMOD OF RESTRAINING JOINTS ON P.V.C. WM. y, COMPACTED GRANULAR SHALL BE PLACED BETWEEN SEWER k WATERMAIN AS PER 5-407. 3, PROVIDE CATHODIC PROTECTION FOR FFITINGS AS PER STANDARD DRAWINGS. ALL DIMENSIONS IN MILIJMETERS EXCEPT WHERE NOTED. DWG. DATE 2004 07 REVISION ND: DEFLECTION OF WATERMAIN UNDER SEWER REV. DATE: SCALE: N.T.S. S DEPARIMEN S~ 4 2 2 VALVE SHALL BE OPERATED BY REGIONAL PERSONNEL ONLY PROPOSED WATERMAIN r EXISTING WAIERMAIN MIN. OSED AND E%ISIING WAIFFWW SHALL ~ BE TAPPED USING SERVICE SADDLE 19 mm MAIN STOP SHALL BE '_ REMOVED AND REPUCED ~ WRH A 19 mm BRASS PLUG AFTER TE5191G HAS BEEN ~ CpypLE7Ep 19 mm TYPE 'K' COPPER 19 mm CORPORATION COPPER COIBitESSKk1 SERVICE TEE JOIM 70 MICE LP.T. T W COUPLING I \ 19 mm B4CKFLOW PREVENTER 19 mm CURB STOP MAY BE OPERATW 8Y THE CONTRACTOR NOTES 1. TRENCH SHALL BE LEFT OPEN AND FENCED IN ACCORDANCE WITH SAFETY RECUUTgNS. 2. INSUUTK)N OF WATERMNN BY-PASS REQUIRED DURING FREEZING CONDITIONS. 3. THIS STANDARD IS APPLICAPLE FOR 400 mm PVC WATERMAIN. 19 mm TEST POINT BY-PASS LESS THAN 400 mm N.T.S. -429 1 2ESTRNNED JOINT OETNL lS PER 5-433 19 mm CRUSHER RUN LIMESTONE COMPACTED TO 98 1L OF PROCTOR DENSffY. SECTION A-A ~C sEE ABLE 1 l S~, ;..•,_•. ____ __~ 'a ` TRENCH BED ~ ~ ~` C S~, l,~ ~? I IfF tlnTi wID777~ 19 mm CRUSHER RUN '~ ~ ~ ~ ~ ~ 1J~ 19 mm CRUSHER RUN LIMESTONE COMPACTED -; ,~.T LIMESTONE COMPACTED TO 98 R OF PROCTOR ~ ' v ~• IO•D~ TO 98 A OF :;v. o~ DENSITY •~ +~~`~ 1 o PROCTOR DENSItt ~A •~ ~ T- CLEAR STONE FOUNDATON SECTION B-B SEERNOTE 3 DOWNWARD THRUST VERTICAL DEF ~TION NOTES LJ 1 1. ALL JOIMS ENCOUNTERED WfiHIN THE SPECIFIED RESTRAINING LENGM Y' SHALL BE RESTRNNED ON EACH SIDE OF THE FRYING. 2. GRANULAR THRUST BLOCKS SHALL BE NLLY EXTENDED AND COMPACTED AGNNST TRENCH WALLS. 3. If THE BEARING CAPAClfY OF TRENCH BED RESISTING DOWNWARD THRUST IS LESS THAN 100 KN/m2. CLEAR STONE FOUNDATION SH4LL BE PROVIDED AS DIRECTED B7 THE ENGINEER. 4. WHEN FITTINGS ARE PARTWlY OR FULLY EXPOSED UNDER PRESSURE, ALL JOINTS MUST BE RESTRNNED. 5. ALL FITTING JOINTS SHALL BE RESTRNNED IN EARTH FlLL APPLICATIONS. JOINT RESTRNNIS ARE NOT REQUIRED FOR STRNGHT RUNS IN ENGINEERED FILL APPLICATIONS. 6. CATHODIC PROTECTION, BONDING CPBLE AND TRACER WIRE SHALL BE AS PER 5-435, 5-439. WNED JOINT DETNL :R 5-433 =:.~ I3oo MIN. ;:.lJa.:.; ~.1 I O.D. SECTION C-C UPWARD THRUST NO. 7 MINIMUM DIMENSION FOR GRANULAR THRUST BLOCKS DEFL. PIPE Dl4METER (mm) ANGLE 100k150 200 300 400 11.25' 400 500 600 700 22.5 400 500 600 700 45' 450 550 650 750 90' 600 700 B50 950 TA01 C non n "lam MINIMUM RESTRANING LENGTH (m) ~ ~I PIPE VERTICAL DEFLECTION HORIZONTAL D1A. DOWNWARD THRUST UPWARD THRUST DEFLECTION (mm) 17,25' 22.5' 45' 11.25' 22.5' 45' 11.25' 22.5 45 90' 100@150 1.5 2.8 4.9 4.9 7.5 10.1 1.5 2.8 4.9 8.1 200 2.0 3.7 6.3 6.3 9.6 13.1 2.0 3.7 6.3 10.5 300 2.8 5.2 9.0 8.8 13.4 18.3 2.8 5.2 9.0 14.g 400 3.6 6.7 11.6 11.2 17.2 23.7 3.6 6.7 11.6 19.3 JOINT RESTRAINING LENGTH FOR PVC PIPE (IN COMBINATION WITH GRANULAR THRUST BLOCK) DALE: 1997 17 ION NO.: 5 DALE: 2006 04 S-431 GRANULAR THRUST BLOCK- " "L" ~~ 19 mm CRUSHER RUN 800 UNESTONE COMPACTED TO 98 7G PROCTOR DENSITY. ' :~: :~~ MECHPNICAL JOINT CAP MAINLINE VALVE 'a., ::avs UNDISTURBED GROUND - PLAN DEAD ENDS T~~roa ~ \ ELEVATION i.•' •..~. TRENCH WIDTH PLAN GRANULAR THRUST BLOCK ~~ 19 mm CRUSHER RUN LIMESTONE COMPACTED TO i-98 % PROCTOR DENSITY. UNDISTURBED oz GROUND ~~ SECTION A - A I WHERE PIPE IS TWO SIZES LARGER OR MORE TO REDUCED PIPE. i.e. 300 f TO 150 f 20D f TO 100 f RESTRAINED REDUCER "L" "L" ~P :MAX: ~ GRANULAR THRUST BLOCK ~ ~~ 69Q ~ 19 mm CRUSHER RUN LIMESTONE COMPACTED TO 96 R PROCTOR DENSITY. MIN. ~ 1 0 ~'m~•UNDISTURBED GROUND w ELEVATION '~~"° """ ° ~ PLUGGED CROSS PLAN - ~~/~ ~~ 1.N0TJEDS~ ENCOUNTERED WITHIN THE SPECIFIED 4. WHEN FTI'TINGS ARE PPAiIALLY OR FULLY EXPOSED RESTRAINING LENGTH 'L" SHALL BE RESTRAINED FROM UNDER PRESSURE. All JOINTS MUST BE RESTRAINED. THE FlRST JOIM ON FlTTING 5. ALL FlTTING JOINTS SHALL BE RESTRAINED IN EARTH . 2. GRANULAR THRUST BLOCKS SHALL BE FULLY EXTENDED FILL APPLICATIONS. CATHODIC PROTECTION, BONDING CABLE AND TRACER B AND COMPACTED AGAINST TRENCH WALLS. IF TRENCH • 5-439. WIRE SHALL BE AS PER 5-435 WALL ARE SATURATED OR DISTURBED, SPECIAL DESIGN , ALL SIDES SHALL BE RESTRAINED FOR IN LINE TEES. 7 DEFAILS OF THRUST RESTRAINT SHALL BE PROVIDED BY . THE ENGINEER FOR REVIEW BY THE REGION. B.JOINT RESTRAINTS ARE NOT REWIRED FOR STRAIGHT 3. GRANULAR THRUST BLOCKS SHALL BE ENCLOSED WITH RUNS IN ENGINEERED FILL APPLICATIONS. FILTER FABRIC IF GROUND WATER TABLE IS ABOVE THE TRENCH BEO OR IF GROUND WATER IS SEEPING PIPE DIA. "L" MIN. RESTRAINING LENGTH (m) 100dc150 15.2 200 19.6 300 27.7 400 36.3 THRUST BLOCK FOR PVC WATERMAINS FOR HYDRANT RUNOUTS, TEES AND DEAD ENDS 1991 11 :: N.T.S. -433 1 1 0 i~ ~~ ~~~ ~J !,,k~ rN` a'sn~~ld G 5~V E ~ KIP ~~ ~'~E P ~ Tm ~EDDpiE V~~ ~ 3 o ~~ ~ ,,,,gy~pp m P P ~ m ~ /i PyD WA ~Y k9 D~ 4 ~~~~ "PR~DS~` k9 P'"CH"' 0.. 1 ~/~ 5pKD0E Q ~,~ ~~ ~ ~ J ~~~iii fffJJJ ~ rNC r~`~Ei~o~ 5•~p~OE ~~ ~~ X45 k9 O tP~~~ ~ E ~.. ~ rr~ ED ~ ,~ k9 5ED "~ ,,,RS ,,p0 PR~pS~ TEE ~ 1l pRD~~~ ~P~'Rp ~N 5, k9P;l~ rRD r5~p0~ ~ /'/~~~ 5.4E ~` _. ~~ / . ~~ A ~ ~ ~, a r RSV ~ ~ P~RB SAP - /~ P~~Jµ~ P`~'PWA~ ~ ~ ~~ 5~ ~~ ADD ~~^~t~E P~~ ,,~pSEDO ~En'. PRpPDE~GE ~.... ~D I NOTES ~ R pi JD PR'" Ylp1ER ER 5 ~DPD~IR J 1. ANODE SHALL BE PLACED AT LEAST 1.0 m AWAY fROM ~,,pP ArfJ"~ THE WATER SYSTEM APPURTENANCES AND AS DEEP AS U°' ~ D THE BOTTOM OF THE APPURTENANCES. MINIMUM DISTANCE L,-' / ~ ~ BETWEEN ANODES SHALL BE 1.0 m. (~ 4 K9 jlf~ P'~' "" D 2. THERMITE IWELDED. ALLD? ERMRE WELDECCONNECTIONS SF ALL "~~ ~~ 5•.,d1DE BE COATED WfTF1 AN AppROVED COATING MAIERUL. N~_ ~ 3. BONDING CABLE SHALL BE N0. 6. SEVEN STRANp ``\ ~ COATED COPPER WIRE, CADWELDED TO FlTTINGS. "' f 4. 5.4 kg ZINC ANODE SWV.L BE SUPPLIED OND INSTALLED IN J A MAIJNER APPROVED BY THE REGION FOR EVERY 1000 m OF TRACER WIRE INSTALLED. jRDE 5. MAGNESIUM ANODE CABLES SHgLL BE BLUE AND ZINC ANODE C!$LES SHALL BE WHRE. 54 k9AR 6. ONE 5.4kg ZINC ANODE SHALL BE INSTALLED ON EACH RESTRAINER. ALL DIMENSIONS IN MILLIMETRES E%CEPT WHERE NOTED. CATHODIC PROTECTION /BONDING DWG DATE. 1981 04 REV190N NO.: 6 CABLE /TRACER WIRE REV. DATE: 2005 OS SCALE: N.T.S. ~ - ' FOR PVC AND CPP WATERMAIN SYSTEMS 5-435 WORKS DEPARTMENT O v m D r I O (T m N N O v ~_ o ~. N ~~ O T O A ° O x O ~ O v O•~ ~ I o° ~ ~ W .Z1 N D .U A ~~ i N U m p ~ O O W J in Z 83 ~ r~r D W 69 D I Z ~ Tl ~ 8 -1 D D L ~~y~ 3 =m D z L J D ~ ~ ~ 2s N m ~ 1s2 Z7 ~ to m Z'~ ~ ~ mnz c7 N ~ Z ~ n s 0 0 _~ N Z a `~ N Z m~ A n~ o" y ~ ~ D D `D ~ I j r N o D ~. m ~ ~ m ~ N o v D W N W Z p m 64 O '~ ~ ~ ~ {-i~ 32 Zm D ~ -•o II s m v m v a A v ~_ ~ ~ ~ ~ ~ c 0 Z ~ ~ C ~ ~. m Z ~ = W Z G7 `~ p fA C .+, I'~1 V1 O N ' -~ ~ 4/ ~. O I I p s Z I I Z `~ o v I I ~ ~ "0 I I I N ~• a v N I I O ~ rn N v l I ~' ~ o `~ L I I p ° ~N I I ~ ~ N ~° ° 3 N • °' O I I 3 o r ~ o Q ~~ m Z 3 ~ Z ~ aa` Q ~ ~y ° fTl 3 ~ (7 -~ g ° I ~ ~ n ~~NCk ~ O I'*1 v v 3 A ~~ 2D0 -I- 204 --I 38 _r___ ~ _7 ~ ~ D _-'-__ c~ ~ c- c- c \~Oi i i r a Q"~ L~ ~_~ A W N T m ~ N m A soa 1 302 -f N~ ~ ~ 25 ~ 38 -{ ~~! 1 ° o __ __ _ _ __ _ r ~ 320 J ~° N D O ss7 17-~I-- 623 135~I 17 ~~m 32--1 f-- rn -T n m T `~ ti 1 ~ ~ O i0 _a wD-I ° ~° m ~ n A ~r m A l ~ ~ Z •' 3 ~ v d' m j W U a }z F W a O m 0 L J ~x EE E E 0o a ~~r 0 ~~ ®~®®®\ ® ® ~ ® ~ ~ ®®® ®~® ®®®® a~ ~--~®- ® ® ® ~--~ ® Z ® ®-~-~ ® ® ® ® aW o ~ N O ® ®® \® ® ® ~ ® O Z 0 F- U W N C o r m y ~ ~ G • Vj~ a ~ ~ • W~~ 0 r -o 3 w~ N I I v ~ ~ o > ~ I I I I O . ~ ~ I o a r I I I Q 0] ~ y ~ N I I I I a oa ~ ~T i > Z I I I I Q ~ I I ~ O Q ~ C T y ~ Z ~ W o ~, 3 ~ > o ~ p O 3 U V1 n ~ ~ ~ W ~ v~ a a x ~a Z ~+-~W Lm F¢- W~V N ~ ~ Q Q ~QZ U Z dW~ (/) N Z ~ OOH O ~~~ NSW U Z Q ~ O U U ~~ -~ 0~ z a W Q W -o ~o `o ao 0 L ~ N rn2 C Q N O d =FT Q a I Q z F- U W N m I m Z O F- a W ~ N D N ~ Z y j s I l o O ~- ~- 41 -n ~. 7 R'I ~ oo~ ~ 7 00 7 <'~ ~ m f O ~~ I n o m m m o ~ ~ ~ ?~~ e o m a ~~? fv~~~ ~ ~ Q I N _ ~ r .. O. n ~ e ~ ;; ~ 13 ~ O ~ y n rn3 r1 c ~ ~ n < c 0 0 7 3~ =_ ~ a ~ v o a ~ m , X 3 3 f7 C ~~ d a Z m Vl ~ ~ r _ Q o ""' ~ C O D ~ Z s N O 7 7 ~ O 'C O_ ~ O rn f 3 m a, rt f r Z F S~ N G O O F Z ~ ~1 ( O -O . G~ O T" Q ~ . cv ^ YJ /\ ~ O F N N /'~ Z ~ ~ ° D ~ ~ o o Z z C (7 ~ ~, ooc~ o~N ~~" c Q ~ ~ N ao ~n ao ~ ~. m Y Z N ~° a~,= ~o "O A ~ D ^ m N C p ~ N~ ~ N< ~ ~ T Z ~; v ~ ~ ~ ~; ~ Q ~ ~ N D N m D ~- ~ ~ a'a z ~ ~ m i Tl ° a m v ~ D ~ y ~ _ < Z o a ~ ~ Z e' rt T N V) m S I ~ Z ~ I 0 I ~ o ~ Cr D i I ~ ~ VII i O v , I ~ °' ~ cn I I A ~, I < I ~ o ~,~o°~ o ' ~~ ~~~AL~S Gui ELEVATION MOUNTABLE CURB WITH GUTTER Curb with Gi CL ELEVATION BARRIER AND SEMI-MOUNTABLE CURB WITH GUTTER NOTES: 1 Slope to motch existing shoulder. A This drawing is to be read in conjunction with OPSD 600 series curb with gutter drawings. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWI METHOD OF TERMINATION FOR CONCRETE CURB WITH GUTTER Nov 2006 IRev 150mm min ~ i 11 ,, l' ,, z11~ I~ ~ -I 225 ~-- END VIEW 150mm min i i ~ I i I i r i z ~1I i i f1 I I Varies F- END VIEW OPSD 60~ PLAN ~ Tapered top See alternative C Riser sections os 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 ° 4 e. V a 6 01200 ° 300mm max ~. ° TYP e .. + `e . tiy. y. ,.an'. - '~.d! a . NOTES: 1 The sump is measured from the lowest invert. A Granular backfill shall be placed to a minimum thickness of 300mm vll around the i maintenance hole. B Precast concrete components shall be vccording to OPSD 701.030, 701.031, and 701.032. C Structure exceeding S.Om in depth shall include safety platform according to OPSD 404.020. D Pipe support shall be 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 1200mm DIAMETER C PRECAST FLAT CAP Nov 2009 Rev 4 OPSD 701.0 300mm Note 1 Grant/ _. bedding SUMP DETAIL ALTERNATIVES Bottom riser section with inlet and outlet openings to suit -~ Bench or sump as specified 01 n 'u: .>: r - ~ L- ~.a____~1f_J Granular bedding A PRECAST SLAB BASE Riser ~ 01200 section 150 --_- ~ 150 300 275 Bench or ~ ~ ° ~ ~~ + ; :~°~: ~° :e.:. , ,:e..; sump as specified 6 ~ ~.°. 300 lw~-~~.~' !1 Steel reinforcement~~Granular as specified bedding B CAST-IN-PLACE BASE Flat cap Riser section ~ :° t2oo O ALTERNATIVES Tapered top See alternatives D and E Riser sections as required Transition slob See alternative C Riser sections os required Bench or sump - as specified Note t Precast slab base See alternatives A and B !~~ e d...' a ~300mm max Typ • E 0 i l:.'. '...'C ': Da Granular 300mm 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 shall be according to OPSD 701.030, 701.031, 701.040, 701.041, 703.011, 703.021, and 706.010. C Structures exceeding S.Om in depth shall include safety platform according to OPSD 404.020 or 404.021. D Pipe support shall be 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 PROVINCIAI STANnnRn nvewl PRECAST CONCRETE MAINTENANCE HOLE 1500mm DIAMETER Riser ' section Monolithic base 0t 500 .d Bench or sump ~ _ e as specified ; + .__. .d Note t '-~ ~: . ~.~. d,`:5.. ' Granular ~ ' ~ d- ~ ~ ~~ d bedding -_ _ ~ r, -~~. ~; - .'t t---1~~=_~~-J A PRECAST MONOLITHIC BASE Riser section ~ ~. F- 7 50 300 Bench or sump r os specified Note 1 30D X750 + ~~ •.` -~ . 300 - a`''a: Granular Steel reinforcement bedding as specified 8 CAST-IN-PLACE BASE Riser section-~ S 07200 Riser ~ ------------ section 07500 C TAPERED TRANSITION SLAB Flat cop a Riser 072D0 section D 1200mm PRECAST FLAT CAP Flat cap Riser section E 1500mm PRECAST FLAT CAP Nov 2009 Rev 4 _ ~ OPSD 701.0 .. R._.: 01500 d `tH:iy 8H; i y moX Mote f Tin ,.a_ e: i ~ `. ° >~r r<'~_ ~ D max ° ~~<.~ D/2 min a . - ": ~.a. ~ .:.~ ~_~e 50mm min Section MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS Maintenance No.7 Hole Diameter No. 1-4 No. 5 and 6 No. 8 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: 1 Slopes shall be maintained from the outlet hole opening for top of benching. A Concrete for benching shall be 30MPa. B Benching shall be given wood float finish, channel shall be given steel trowel finish. C Benching slope and heighi shall be as specified. D When specified, mointenance holes thot are 1200mm in diameter with o uniform channel for 200 or 250mm pipe may be prebenched at the monufacturer with standardized benching slope and channel orientation. E All dimensions are nominal. F All dimensions are in millimetres unless otherwise shown. _ ONTARIO PROVINCIAL STANDARD DRAWING Nov 2009 Rev 3 sryy MAINTENANCE HOLE BENCHING ---------_ _~-,~`SP ~` AND PIPE OPENING ALTERNATIVES OPSD 701.021 6. Dead end 2. Tee connection 7 Wva cnnnection 8. 45' bend 1 ~J I~ ° ° _ ° «N « ,C H c .c ° d 0 N u ~ O d 7 par a v c °o% c '„ d N N 1 r ° u~ m m o.'. ° L r ~ p c £ o a n a ° .~0 Ca W ~° ; ° U 7 i tmuc u. - v ~ N I I V o" aar o m m ¢•.3omo~a o U I I :: ~ v ~ car- F_~ a O- I I ~ Q O ~ 1 I I I H m p I I ~ y ~-- I I ~ ~ ~ N I I ^ ^ I.~L 3 I l p t~ r ~~ O Q ° h V~ L Z I I r . ~` UU `o I •~ N I I d W N u u l ` o j N o v y t ~ o „ml O •_ i N ~~ as ~ .~o« 7 ~I ~ ~ OC N 1- Z II . ora v EE Ew cE I "~ c m Z ~ Q VI ~3r E°£ ~«v 'oo I u Tm a~ ~ m ~E.x aNa v o!w z m Q ° t I o 7 ~ Z= ¢ EEC ~~$ ` ~ m v W V VI o ~ ° E a ~ % c rn " ~ ~ a ~ wv ° N Y ° ~ ~ Q U W m E o E Q (n Oa t y O E ~' J ' l F=~ •~ F- --"~ ~ N U Z W W ~ J Q I•'- ° in m 7 c I ~ I W a ~O I I E E d ~ Z U Z t~. ~ ~° N ~ ° I o I Z N ;D 7 ~ W H Q d E m E t° o I ~-{ t~ Q Q Q N Z ' 'n ° I n I I' o °` m ~ I Q m Z U~ I ~' pO 3 I ~ O W I C Y d K v « Z ~ U Q 3~ «; O •c ~ a 7 L _ Ea a.- yOa w y 7 E= q ~ v ~, ~ I E ~, .-- E --{ ~ONO_ ~ QZ I 7~0 ~ ~ ~ a O a U u L y O N_ O N 7 E o O a' c c 3 ~ ~ E r l F=~ 2~ °c O-" OHO I I E ~ c c V ' U ' Mt- O H °- ° m a m ° °o ' y ~ ° E O C N O r-, t_ ~ H o .~ . .u C c~ ° ~ 7 NC O_E N++ 7 c D N c ~4 r v W Eca ~c ~ yj O ;U p ~ ~ to Ncicoam .-v E y{I a~.- " w .°._t °y3 d NO ~ OC F- wy.~+ U 7 d' L+~ I O + Z ~ N M D D D V r ~ n ~ w O r ~ m ~ z m ~ Vl N N m N (n w A y 2 ~ O C O ~ c~ _ x w o A^ti2-V (lD'"~ ~ O n P 2 Z A O H yAm20(]wN~A 00 O(~l~'9yyy zimioi9wio p m p a 2 0 r Z~ n Cn~2a;OT°p C L pA 2 y Z O m O m y v 2 y H m N 9m~=imzAm :~onD~moPy ~~ =~m~~ ~ppS~=Zyy ~mozgm °.mz i o ~ o a zzmi z A9y_ f °n a O £ b D D O ~ p ~ ° a` e a a o ~ s o' a s a a 0 D o g f o e m n ~® a n z ~aaixc o _ °< i „ay _~ =a 3° . D m _ - _._.. m m n O z OI I D Z O m _ ____ v m m A 0 v n 00 < ~ U C m D m O I n D z ' m V m 9 vm n~ O O -~ C1 x `G - n z r m 0 m O y O Z - y. 2 m z D m D_ Z W D z C N m O J T O - xl y n m A r y m~ s= H 1 D n o ma U ~ z "' O~ rn n K < (/~ - ~r m ~ m °i m 0 Z m A m m r -i O z m N z 2l X S ~m ~ z Z r ~ Z r m zo mp ~ n <Z mn Z O m T m D c .Z1 T N ~ m .TI O~ Z m O y D m m ~ mZ _H y m m m Z m ~z z m Z Q Z G1 - O Z T nn oz D m ~ C m zm m ~ D m Z D m z r_ Z m v D z C m 0 ~J Z K < ~ r m m ~ ~' r D O-r y y Z z ~ O n A r D Z D uni z zo D m O { _v n D r z D r D --) O z n m Z z o A i D Z '~ m D O Z Z - r <zm nm~ zmn c~mo m ~ n H ~ O m zN r ~:. i ~: i E ^g+ a - ~ ova - zo^oo =C~ ~ op 'ma4~ - o ~ J Z ~ r U W Z J _Z w(7 O W Z mQW~Q Z r W w / ~ ,V • ~ maw~a w m • .. ( W `~¢pw~°r p ' o ~~~~G. ~ - m ar' p~ ~z c w \+J O I NQOwW.~- F QN~ ~~ _ _.. __~ W O O ~ ~ O W N? W~ 'j~ O Q N wwm w ¢~~~¢~ ~ 3 ~ I pZn~~W-o QZ -+ _ ~ -...~ ¢pp~nr Eo~ ~ ° o~¢ z `o a m i s z a o ° °_ w= <' .- Or ~ w ~ m ~.._~. x..._~ ~ a < w~ ai ! £ ° Or rc ! e e ~~ ~ r ~ ~ ~ ~ < <WI m < - -`i m 3 w .~_.u ;~__ e .° i r~~ i I °a a e z ~ _._ it ~' i o o w _ 1 n V ~ , ~ ~"'w I I co m ~. __ 0 3¢o.~i ¢'o zwro o«.z.. ox Szo r w N_ wyz22 _ I k <o- ~ °°~ I ?i ~. a a ° w>.~ I w w jo_ J ~ wv om s W _°opzx ~rrcw~ Nj - J H x _~ W =¢o m yf m i xE ~ ~ QFyo o o~ i JW a~a a wg z~~=~ _ F.== ~o~ ~ ovo=~owox~ K :'R'O Vv+O ¢LLO ~LLwK Q2 ~2wS Q > u yO~ f y ~ p~ w Z V IDO wU 26 w v i y pQ OV~i %O~ = U 2 6 ~C N~ 2F r20FrKU6'ia ~ W W f F w ~ ¢ J O a w w a~ ~ m ~~ Oi ~> ~ wc~ ~> on m •` a~ w wom ~w ' o0 oN' ~w 3w~o a ~ a ww zQ w~ Na .vy~~ w o o ~ y w n t p i z m w¢ w Z ww ¢ ~¢ Qti Kr-llNKSwm (n ¢¢ ~a OS >> Z ~U ?¢4 >3O¢vpiN pUK Q 3pn ~LL ''Q w~ Cn or' m w zz 04 nK We°w 0 Q z 0 ¢¢ a~ ZN~ N¢ y~¢a m Q N ~w maw o3 z.~a~p Z ~ ~~ ~o~ a~ooo~om a ' Q O~ -QV J~iuQNNCJ d' te / N W N I ' _ ~ i f CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 1. l r GEOTECHNICAL INVESTIGATION (Borehole Logs) ~~ ~. r r i~ i ~ JOB NO: osa3-sots LOG OF BOREHOLE NO: 1 FIGURE NO: 1 JOB DESCRIPTION: Proposed Jane Street Reconstruction JOB LOCATION: Between Liberty Street and Simpson Avenue, METHOD OF BORING: Flight-Auger Municipality of Clarington DATE: March 20, 2009 SAMPLES X Shear Strength Atlerber Limits Depth SOIL DESCRIPTION T °-' u (kN/m2) 50 100 150 200 g ~~ ~~ ~ w ~ J Elev. (m) a ~ Z o- F > Z L a D Penetration Resistance O (blows/0.3m) ~0 30 50 ]0 90 • Moisture Content (°/) 10 20 30 40 ~ 3 P vement Surface 50 mm ASPHALTIC CONCRETE 0 150 mm GRANULAR Fill 1 AS - Brown SILTY CLAY, Fill 2 DO 16 1 1 q a trace o(sand Brown, stiff SILTY CLAY 3 DO 13 2 a trace of sand occ. wet sand and silt seams and layers 4 DO 11 c~ 3 ~ 77 N m 5 DO 11 E v m 4 0 4.3 m a Hard E SILTY CLAY, Till 6 DO 100+ ~ 5 -~ sandy, a trace of grovel occ wet sand and silt seams ~ , and layers, cobbles and boulders Drown 6 re g y 7 DO 100 ~ 6.6 END OF BOREHOLE 7 8 9 10 Soil Engineers Ltd. ./OBN0:0903-5023 LOG OF BOREHOLE NO: 2 FIGUREN0:2 JOB DESCRIPTION: Proposed Jane Street Reconstruction ,/OB LOCATION: Between Liberty Street and Simpson Avenue, METHOD OF BORING: Flight-Auger Municipality of Clarington DATE: March 20, 2009 SAMPLES xsnear Strength Atterberg Limits ~ De th p SOIL E ~ (kN/m2) so roo iso xoo P~~r w w ' Elev. m ( ) DESCRIPTION d a ~ z ~ a ~ ~ ~ > z N L n o Penetration Resistance O (blows/0.3m) ro 3o so ~a so ~ Moisture Content (%) +o zo ao ao ~ ~ a 3 Pavement Surface 76 mm ASPHALTIC CONCRETE 0 250 mm GRANULAR FIII i AS - Brown 6 a SILTY CLAY, Fill 2 DO 9 1 a trace of sand Brown, stiff to very stiff SILTY CLAY 3 DO 18 2 a trace of sand occ. wet sand and sill seams and layers q DO 18 3 1 5 DO it 0 n q E 0 4.3 a Hard z 0 SILTY CLAY, Till O 6 D 100 5 sandy, a trace of gravel occ. wet sand and silt seams a d l e c bbl d n ay rs, o es an boulders 6 brown 9fey 7 00 100 6.6 END OF BOREHOLE 7 8 9 10 Soil Engineers Ltd. t ~- JOB NO: 0903-S 023 LOG OF BOREHOLE IVO: 3 FIGURE NO: 3 JOB DESCRIPTION: Proposed Jane Street Reconstruction JOB LOCATION: Between Liberty Street and Simpson Avenue, METHOD OF BORfNG: Flight-Auger Municipality of Clarington parE: March 20, 2009 SAMPLES X Shear Strength Atierber Limit Depth El SOIL DESCRIPTION ~ E m ~ (kN/m2) 50 100 150 200 g s PIL ~~ ~ w ~ J ev. (m) a ~ z n ~ > z ~ n o penetration Resistance ~ O (blows/0.3m) io so so ~o so ~ Moisture Content (%) io zo w ao ~ ~ Pavement Surtace 76 mm ASPHALTIC CONCRETE 1 0 50 mm GRANULAR Fill 1 AS ~ Brown O.a SILTY CLAY, Fill 2 DO 11 1 a t f d race o san B f rown, rm to very stiff SILTY CLAY 3 DO 26 2 a trace of sand occ. wet sand and silt seams and la ers y 4 DO 27 3 1 't 5 DO 12 c E 4 a 0 m 6 DO 7 E "' 5 ~ 5.5 J Grey, stiff ~ SILTY CLAY, Till g sand a t f l y, race o grave occ wet s d d ilt 7 DO 15 Q s.6 . an an s seams and layers cobbles and , boulders END OF BOREHOLE 7 I 8 9 10 Soil Engineers Ltd. JOB NO: aso3-sots LOG OF BOREHOLE NO: 4 FIGURE NO: 4 JOB DESCRfPTION: Proposed Jane Street Reconstruction JOB LOCATION: Between Liberty Street and Simpson Avenue, METHOD OF SORlNG: Flight-Auger MunicipalityoiCladngton DATE: March 20, 2009 SAMPLES X Shear Strength Alterberg Limits ~ De lh p 5~~~ E °-' ° (kNlm2) so tm tso zoa r~~ w ~ ~ Elev. (m) DESCRIPTION a E ' z n ~ m -' j z w t n o Penetration Resistance O (blows/0.3m) ro ao so ro 0o • Moisture Content (%) to zo w ao ~ w a 3 Pavement Surface 76 mm ASPHALTIC CONCRETE 0 150 mm GRANULAR Fill 1 AS - Brown 0.6 SILTY CLAY, Fill Brown, 6tlff ~ypalhered 2 DO 9 1 SILTY CLAY a trace of sand occ. wet sand and silt seams and layers 3 DO 13 2 4 DO 14 O $ 'i0t 3 1 °~i 5 DO 10 ~ m n 0 4 m a E in 6 DO 16 5 J 2 5.5 4 Grey, stiff SILTY CLAY Till 6 , sandy, a trace of gravel 7 DO 8 s.6 occ. wet sand and silt seams d d l bbl ayers, co es an an boulders END OF BOREHOLE ~ 8 9 10 Soil Engineers Ltd. ~-, N O (+'1 0 z V a~i W u m h i a O s ~ ~ ~./~ M F+i 8 N ~ x A q q € W s N ~ ~ U ~ ~ ~ l a V ^y~`/ o 1~` 6 W a N ~~ U Wo N < O > a .S u 0 ~I o r~ 0 o ~ c u u u u ^i a e e o _ ~ a fi ~ x c n °~' E ;j 4 ~ Q' a ~j U ~ a ° _T U ~ ~ a c U U ~ pU, 9 d ro ~ o ~ 0 0 5 ~" C Q A V "' 0 ~ a u ~ m Q a c 0 0 0 N 9 O ~ v ~ C C~ 11 ~ u T E ~ ~ ~ a W ~ V1 i. 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R 8 S 8 S R e C c i C C Gry F ~;; ~ ¢ o u ..3 ~ U ~ _ v ~" ~/1 cg ;X Q C c 0 0 0 m E N Vi ~~ 9 ~ v ~ E c ~ @ U N fX v ~ ~, ti 9 a o 0. "' u 5 N nti ~ ~ ~ ~, [C t' C ~ w o ~ 'c ^ ~ n n d F S. ~ a V' ~ ~. 0 ° ° ° Z o E o 0 0 0 0 0 0 0 0 0 - ~ m o a oo n ~o vi a r~ N °- ° .. c °-' z E c v 0 8u~ssed ~uauad u '~ ~ a ~ m '~"-„ q v [~ ,~ W ~ Q W U ~-. L :7 w a a Qa ~ '" G ~ ~ ct ~ ~ C ~ ~ ~ G, U, ri. E^ L:a H (S~ r Q ? d W UQ w ~ ~ ~ ~ ~ z r ~" ~- '" ~ ~ a -~ - v ~ ~ o~ p.. v, cn : i ~ ~ W co ~ ~-, ~, 0 ~~ 0 0 0 z z 0 ~~ c Q 0 0 .. ~ ~' N i C ^~ x ~ o w o ~: z w ~` v ~ ~ ~ ~:~ 3 v "'~ ~; Q :n ~ i CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2010-10 OPS GENERAL CONDITIONS OF CONTRACT (November 2006) i• r i r ONTARIO PROVINCIAL STANDARDS FOR 1 r ROADS AND PUBLIC WORKS /~~p STq NO\ ~ p p ~cfln c Q, _PRO GENERAL CONDITIONS OF CONTRACT (November 2006) ~~ 9,' ~ \4\i. O P /, r I I 1 1 is Ontario Provincial Standards for Roads and Public Works METRIC OPSS.MUNI 700 November 2006 OPS GENERAL CONDITIONS OF CONTRACT Table of Contents SECTION GC 1.0 -INTERPRETATION GC 1.01 Captions .......................... ................................................................... ....................6 GC 1.02 Abbreviations ....... .............................................................................. ....................6 GC 1.03 Gender and Singular References ...................................................... .: .................. 6 GC 1.04 Definitions .......... ............................................................................... . .................... 6 GC 1.05 Substantial Performance . ................................................................... ..................11 GC 1.06 Completion .......................... ............................................................... .. ................11 GC 1.07 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 GC 3.05 Layout ....................... . . ..... ............................................. ................. ........ GC 3.06 Extension of Contract Time ... ....................................................................... ........16 GC 3.07 Delays ............................ . . ............................................................................. .......17 GC 3.08 Assignment of Contract ... . . ............................................................................ .......17 GC 3.09 Subcontrac6rg by the Contractor ................. ................................................ .......18 Page 1 Rev. Dare: 11/2006 OPSS.MUNI 100 GC 3.10 Changes ...........................................................:......................................... ..........18 GC 3.10.01 Changes in the Work ................................................................................. ..........18 GC 3.10.02 Extra Work ................................................................................................. ..........19 GC 3.10.03 Additional Work .......................................................................................... ..........19 GC 3.11 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 GC 3.13.02 Record Keeping ......................................................................................... ..........20 GC 3.13.03 Claims Procedure ...................................................................................... ..........20 GC 3.13.04 Negotiations ............................................................................................... ..........21 GC 3.13.05 Mediation .................................................................................................... :.........21 GC 3.13.06 Payment .................................................................................................... ...........21 GC 3.13.07 Rights of Both Parfies ............................................................................... ........... 21 GC 3.14 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 GC 3.14.04 Costs ......................................................................................................... ...........22 GC 3.14.05 The Decision ............................................................................................. ...........23 GC 3.15 Archaeological Finds ................................................................................. ........... 23 SECTION GC 4.0 -OWNER'S RESPONSIBILITIES AND RIGHTS GC 4.01 Working Area ............................................................................... GC 4.02 Approvals and Permits ................................................................ GC 4.03 Management and Disposition of Materials .................................. GC 4.04 Construction Affecting Railway Property .................................... GC 4.05 Default by the Contractor ............................................................ GC 4.06 Contractors Right to Correct a Default ....................................... L' ~~ 1 L~~' ~I iII 11~I ~~~ Page 2 Rev. Dale: 112008 OPSS.MUNI 100 r I I I '' 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 GC 4.13 Payment Adjustment ..............................................................:........... .................. 27 SECTION GC 5.0 -MATERIAL GC 5.01 Supply of Material ....... ................................................ ......................................... 28 GC 5.02 Quality of Material ............ ........................................... ......................................... 28 GC 5.03 Rejected Material ........ ................................................ ......................................... 28 GC 5.04 Substitutions ....... .......................................................... ........................................ 29 GC 5.05 Owner Supplied Material ..... ......................................... ........................................ 29 GC 5.05.01 Ordering of Excess Material ......................................... ........................................ 29 GC 5.05.02 Care of Material ...... ...................................................... ........................................ 29 SECTION GC 6.0 - {NSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work, Persons, and Property .......................................... ............... 31 GC 6.02 Indemnification ... ................................................................................... ............... 31 GC 6.03 Contractor's Insurance ... ....................................................................... ...............32 GC 6.03.01 General ............ ..................................................................................... ............... 32 GC 6.03.02 General LiabiGry Insurance ......... .......................................................... ............... 32 GC 6.03.03 Automobile Lialblity Insurance ............................................................... .............. 33 GC 6.03.04 Aircraft and Watercraft Liability Insurance : GC 6.03.04.01 ..................... . Aircraft Liability Insurance ....... 33 GC 6.03.04.02 .......................................................... .... . Watercraft Liability Insurance ....... ............ . 33 ..................................... ..................... .............. 33 GC 6.03.05 Property and Biller Insurance GC 6.03.05.01 ............................................................... Property Insurance ............ ..............33 GC 6.03.05.02 ..................................................................... Boiler Insurance ....... .............. 33 GC 6.03.05.03 ......... ........ ............................................... Use and Occupancy of the Work Prior to Completion .............. 34 GC 6.03.05.04 .............. Payment for Loss orDama ~~~~~~~~~~~~ ge .... ~~~"~""""~ ............................................................ .............. 34 Page 3 Rev. Oate: 11/2006 OPSS.rufUNl 100 n ~~ GC 6.03.06 Contractor's Equipment Insurance ..................................................................... .. 35 GC 6.03.07 Insurance Requirements and Duration .............................................................. ..35 ' GC 6.04 8onding .............................................................................................................. ..35 36 , GC 6.05 Workplace Safety and Insurance Board ............................................................ .. SECTION GC 7.0 -CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK ' GC 7.01 General ............................................................................................................. .....37 GC 7 02 ................................................ . out La .....39 r ~ . ................... ... ........................................ y GC 7.03 Working Area .................................................................................................... .....39 , GC 7.04 Damage by Vehicles or Other Equipment ........................................................ .....40 ' GC 7.05 Excess Loading of Motor Vehicles .................................................................... .....40 ' GC 7.06 Condition of the Working Area .......................................................................... .....40 ' GC 7.07 Maintaining Roadways and Detours ................................................................. .....40 ' GC 7.08 Access to Properties Adjoining the Work and Interruption of Utility Services .. .....41 GC 7.09 Approvals and Permits ...................................................................................... .....41 ' GC 7.10 Suspension of Work .......................................................................................... .....42 GC 7.11 Contractor s Right to Stop the Work or Terminate the Contract ....................... .....42 ' GC 7.12 Notices by the Contractor ................................................................................. .....42 I GC 7.13 Obstruc6ons ...................................................................................................... .....43 , ~ GC 7.14 Limitations of Operations ................................................................................. ......43 GC 7.15 Cleaning Up Before Accepiance ...................................................................... ......43 ~ GC 7.16 Warranty ........................................................................................................... ......43 , GC 7.17 Contractor's Workers ....................................................................................... ......44 GC 7.18 Drainage ........................................................................................................... ......44 t SECTWN GC 8.0 -MEASUREMENT AND PAYMENT GC 8.01 Measurement ................................................................................................... .... 45 `'. GC 8.01.01 Quamtities ......................................................................................................... ....45 ~ ~ GC 8.01.02 Variations in Termer QuanGties ........................................................................ ....45 . Page y Rev. Date: 1112006 OPSS.MUNI 100 1 ~ LJ J GC 8.02 Payment ...................... ................................................................................... ......46 GC 8.02.01 Price for Work ................................................................................................. .....46 GC 8.02.02 Advance Payments for Material ...................................................................... .....46 GC 8.02.03 Certification and Payment .................................................................. 47 GC 8.02.03.01 ............. Progress Payment Certifipte ............................................................ ..... 47 GC 8.02.03.02 ............. Certification of Subcontract Completion ..... GC 8.02.03.03 ......................................................... Subcontract Statutory Holdback Release Certificate and Payment .....47 47 GC 8.02.fl3.04 ............... Certification of Substantial Performance ..... GC 8.02.03A5 ........................................................ Substantial Performance payment and Substantial Performance Statut ..... 48 ory Hddback Release Payment Certificates GC 6.02.03.06 ........................................................ Certification of Complefion ... ..... 48 GC 8.02.03.07 ................................................................ Completion Payment and Completion Statutory Holdback Release ..... 49 Payment Certificates .... GC 8.02.03.08 ................................................................................... Interest .... . .....49 GC 8.02.03.09 . ....................................................... ................. ............................... Interest for Late Payment ............... ....50 GC 8.02.03.10 .......................................................... Interest for N """" egotiations and Claims 50 "" GC 8.02.03.11 ................................................................ Owner's Set-Off .. .... 51 GC 8.02.03.12 .............................................................................................. Delay in Payment .......... .... 51 ................................................................................... ....51 GC 8.02.04 Payment on a Time and Material Basis GC 8.02.04.01 ........................................................... Definitions ......... .... 51 GC 8.02.04.02 ........................ .................. ..................................................... Daily Work Records ... .... 51 GC 8.02.04.03 ...................................................................................... Payment for Work ........ ....52 GC 8.02.04:04 .................................................................................... Payment for Labour ....... .... 53 GC 8.02.04.05 .................................................................................. Payment for Material ....... .... 53 GC 8.02.04.06 ................................................................................. Payment for Equipment ........... . .... 53 GC 8.02.04.06.01 . ...................................................................... Working Time ............... .... 53 GC 8.02.04.06.02 ..................................................................................... Standby Time .................. ... 53 GC 8.02.04.07 .............................................................................. Payment for Hand Tools ... 53 GC 8.02.04.08 ...................................................................... Payment for Work by Subcontractors 54 GC 8.02.04.09 ............................................................ .. Submission of Invoices ... 54 GC 8.02.04.10 .................. . .................................................................. Payment Other Than on a Time and Material Basis ... 54 GC 8.02.04.11 ......................................... Payment Inclusions ...... ... 55 ..................................................................................... ...55 GC 8.02.05 Final Acceptance Certificate ............................................................................. ... 55 GC 8.02.06 Payment of Workers ... ...................................................................................... ... 55 GC 8.02.07 Records ......... .................................................................................................... ... 55 GC 8.02.08 Taxes ............ : ....................... ............................................................................. .. 56 GC 8.02.09 Liquidated Damages ................ .......................................................................... .. 56 j Page 5 I l Rev. Date: 11/2006 OPSS.MUNI 100 i '~ t~ SECTION GC 1.0 -INTERPRETATION ' ~ GC 1.01 Captions I 01 The captions appearing in these General Conditions have been inserted as a matter of convenience and for ease of reference only and in no way define, limit, or enlarge the scope or meaning of the General Conditions w any provision hereof. ' '~', GC 1.02 Abbreviations .01 The abbreviations on the left bebw are commonly found in the Contract Documents and represent the organizations and phrases listed on the right: i "AASHTO" - American Association of State Highway Transportation Officials "ACI" - American Concrete Institute j "ANSI" _ American National Standards Institute i "ASTM" American Society for Testing and Materials "AWG" - American Wre Gauge "AWWA" - 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" - lntemational 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 ' ! "OPSD" _ Ontario Provincial Standarcl Drawing "OPSS" Ontario Provincial Standard Specification "OTM" - Ontario Traffic Manual ' "PEO" - Professional Engineers Ontario "SAE" Society of Automotive Engineers i "SCC" Standards Council of Canada "SSPC" - 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. ' Addendum means an addition or change in the tender documents issued by the Owner prior to tender closing. Page 6 Rev. Date: 112006 OPSS.MUNI 100 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 inGuded 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. ' Ctxtfficate of Subcomract Completion means the certificate issued by the Contract Administrator in accordance with clause GC 8:02.03.02, Certification of Subcontract Compiefion. ' 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 Contracts 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 aNowed 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 R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the Act , 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. , Contrail 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, Speaal Provisions, Contract Drawings, addenda incorporated in a Contract Document before the nd subse uent t h A q , a greemen e execution of the Agreement, such other documents as may be listed in t , 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 ~ Rev. Date: 7112006 OPSS.MUNI 100 i ~! I` J r 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 shah be made for work performed. Daily Work Records mean daily Records detaikng 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 Resuk 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. Sutra 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 w a specific amount of construction normally from a single source and produced by the same process. Page 8 Rev. Date: t 112006 OPSS.MUNI 100 ~_ 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 Oocuments. 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) S% of the total tender value calculated on the basis of the total of all the estimated tender quantities and the tender unit prices. art of the Work ment and fixtures formin ui hi e t ri l M i l ' . g p p nery, q means ma e a , mac ater a Owner means the party to the Contract for whom the Work is being performed, as identified in the " " Authority. Agreement, and incudes, with the same meaning and irtport, ' 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 lwnd. i k h f ' own n the Wor as s Plan Quantky means that quantity as computed from within the boundary lines o 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 tlone. 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 slid 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. k W or . Special Provisions mean directions containing requirements specific to the Standard Drawing or Standard Specification means a standard practice required and stipulated by the Cavnerforperformance of the Work. Subbase means a layer of material of specified type and thickness between the Subgrade and the Base. peg Rev. Bate: 1712006 OPSS.MUNI 100 1 i u L_.l 11 i' u 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 otller 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 inGudes 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 Pertormance 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 Controtling 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: 112008 OPSS.MUNI 100 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 cortection, is not more than i. 3% of the first $500,000 of the Contract price, ii. 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 [he 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 .Ot 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) 51,000. 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 Contractors obligations under the Contract. GC 1.06 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 Contrad Administrator, unless the context dearly indicates otherwise. Page 11 Rev. Dale: 1112006 OPSS.MUNI 100 1 ~i SECTION GC 2.0 -CONTRACT DOCUMENTS ' i 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 Ume Work shall be shown to a tolerance of: ~' I i. 1 m horizontal, and ii. 0.3 m vertical ' .02 The Owner does not warrantor 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 i .01 In the event of any inconsistency or conflict in the contents of the following documents, such documents shall take precedence and govem in the following descending order: ' a) Agreement ~i b) Addenda c) Special Provisions ', `~ d) Contract Drawings e) Standard Specifications ~i f) Standard Drawings g) Instructions to Tenderers '' h) Tender i) Supplemental General Conditions j) General Conditions ' k) Working Drawings i Later dates shall govem 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 govem where nmey differ from dimensions scaled from the same drawing; b) Drawings of larger scale shall govem over those of smaller scale; ' I Page t2 Rev. Date: 1112006 OPSS.MUNI 100 r c) Detailed Drawings shall govern over general Drawings; and overn over those of an earlier date in the same series. r date shall t i f l d D ' g ngs o a a e ) raw .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. u ~il ® I ~I ~~ Page 13 Rev. Date: 112006 OPSS.MUNI 700 ~'! SECTION GC 3.0 -ADMINISTRATION OF THE CONTRACT GC 3.01 Contract Administrator's Authority .Ot The Contract Administrator shall be the Owner's representative during construction and unfit 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 Aq 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 Spermscations, 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. .Oil 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 Owners I 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 troth 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. j .t0 The Contract Administrator shall have the authority to reject part of the Work or Material that does not conform to the Contrail Documents. ~ . t 1 In Bte 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 danage 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, prompty, at no additional cost to the Owner. Page 14 Rev. Date: 1112006 OPSS.MUNI 100 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 AdminisVator or the issuance of any certificates or the making of any payment by the Owner, the failure of the Contract AdminisVa[or 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: out construction la t ' f th C V f rti , ; y or on o e on ac s any po a) to facilitate the checking o 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 i t t t Ad i C ra or ontrac m n s defined by the Occupational Health and Safety Act, or is disorderly, then the 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 .01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as called for by the ConVact Documents. ' .02 The Contractor shall submit Working Drawings to the Contract Administrator with reasonable promptness and in ordedy 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 AdminisVator'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 D2wings or of responsibility for meeting all requirements of the Contrail Documents, unless a deviation on the Working Drawings has been approved in writing by , the Contract Administrator. Page 15 Rev. Dare: it2006 OPSS.MUNI 100 .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 [he Working Drawings have been signed and dated by the Contract Administrator and marked with the words "Reviewed. Pennission 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 shalt, 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 foregang, the Contractor shall ensure that all necessary safety precautions and L ', protection are maintained throughout the Work. GC 3.04 Emergency SRuations .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 Umely 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 .01 The Contract Administrator shall provide baseline and benchmark information for the general location, alignment, and elevation of the Work. The Owner shall be responsible only for the cortectness 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 I 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. I~~ Page 16 Rev. hate: 1112006 OPSS.MUNI 700 d) Additional Work, clause GC 3.10.03. .03 The Contract Administrator shall, in considering an application for an extension [o the Contract Time, take into account whether the delays, Changes in the Work, Extra Work, or Additional Work involve a ControiFng Operation. .04 The Contract Time shall be extended for such additional Ume 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 Administretor, 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 [he 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 lockouts, including lockouts 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 Ure extension of Contract Time be less Ulan the Ume lost as the result of Ule 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. Page 17 Rev. Dale: 1112006 OPSS.MUNI 100 i GC 3.09 Subcontracting by the Contractor .Ot 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 j 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 directy employed by the Contractor. i 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 ContracE 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 Ote 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 arW Material Basis. page 78 Rev. Date: ti@006 OPSS.MUN1100 i GC 3.10.02 Extra Work t r t rform t th t i t C d ruc on rac o o pe , may ns e .Ot The Owner, or Contract AdminisVator where so authorize Extra Work without invalidating the ConVact. 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 Eittter the Owner or ConVactor may initiate negotiations upwards or downwards for [he 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 ctause GC 8.02.04, Payment on a Time and Material Basis. GC 3.10.03 Additional Work .01 The Owner, or Contract Administator 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. Claims ti GC 3 13 t t b i d ' , on . . , pursuan o su sec ate .03 Payment for the Additional Work may be negot 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 Contracf Administator 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. r with the mail and email addresses; pager th h ll id h O , prov e eac o e wner s a .02 The Contractor and the ceY 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 Ole 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 rwtice permitted or required to be given to the Owner or the Contractor shall be given in accordance with the notice provision of the Contract. to Substantial Performance i f th k P W or or r e GC 3.12 Use and Occupancy o 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 ConVactor. .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 Walk shall not relieve the Contractor or the ConVactol's Surety from any liability that has arisen, or may arise, Vom the performance of Ore Work in accordance with the Contract Page 19 Rev. Date: 1112006 OPSS.MUNI 100 Documents. The Owner shall be responsible far 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 I Owner's right to charge the Contractor liquidated damages in accordance with the terms of the Contract GC 3.13 Claims, Negotiations, Mediation rt i' 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, suffident to substantiate the Contractor's Gaim, and the Contract Administrator shall keep Daiy Work Records to be used in assessing the Contractor's claim, all in accordance with dause 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 daim. .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 daims 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 Gaim. 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 Gaim. The Contractor shall submit the requested information within 30 Days of receipt of such request. Page 2f1 Rev. Dale: i1r2006 OPSS.MUNI 100 05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the i lidi f th l h ' ty o e c a m. e va s opinion with regard to t Contractor, in writing, of the ConVact Administrator 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. .02 Should 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 shah enter into negotiations with the Contractor to resolre 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 .Ot If a Gaim 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. Ina final attempt to assist the parties in resdving the issue themselves prior to proceeding to arbitration the mediator shall provide, without prejudice, anon-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 ConVactor. GC 3.13.06 Payment .01 Payment of the Gaim shall be made no later than 30 Days after the date of resolution of the Gaim 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 PaRies .01 It is agreed that no action taken under subsection GC 3.13, Claims, Negotiations, Mediation, by ourse available ht f th i s or rec e r g either parry shall be construed as a renunciation or waiver of any o to the parties, provided that the requirements set out in this subsection are fulfilled. GC 3.14 ArbRration 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 Gause GC 3.13.05, Mediation, either party may invoke the provisions of subsection GC 3.14, Arttration, by giving written notice to the other party. Page 21 Rev. Dale: 11!2006 OPSS.MUNI 100 ~! .02 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 Tfie 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 Arbkration Procedwe ~,' .Ot 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 disqualfied him or herself: a) All existing actions in respect of the matters under arbitration shall be stayed pending arbitration; b) Aq 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 .Ot 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 aker 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 empbyed by either party. .05 The arbitrator may appoint independent experts and any other persons to assist him or her. r '. .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 (Tuner and the Contractor. ~~ ''~i. .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. Pa~~ Rev. Date: 172006 OPSS.Ml1N1100 .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 fadlities shall be shared equally by the lhvner 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 .01 The reasoned decision shall be made in writing within 90 Days of the conclusion of the hearing. An extension of time [o make a decision may be granted with consent of both parties. Payment shall be made in accordance with Gause GC 3.13.06, Payment. GC 3.15 Archaeological Ffnds .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. Notfication 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 contrd 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. .04 The Contractor shall take all reasonable action to minimize additional costs that may accrue as a result of any work stoppage. Page 23 Rev. Date: 1112006 OPSS.MUNI 100 ~! r GC 4.01 SECTION GC 4.0 -OWNER'S RESPONSIBILITIES AND RIGHTS 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 fhe 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 Acf, 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 identfied 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. j .05 The Owner shall be responsible far 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. I Page 24 Rev. Dale: 1112006 OPSS.MUNI 100 .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 Nagging and other traffic control measures required and provided by the railway company unless such costs are solely a function of the Contractors 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 avdd 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 Contractors contractual obligations and instruct the Contractor to correct the default in the 5 Working Days immediately folbwing the receipt of such notice. .02 1f the Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Contractors insolvency or N 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 DefauR .01 The Contractor shah have the right within fhe 5 Tull Working Days folowing the receipt of a notice of default to corect the defauN and provide the Owner with satisfactory proof that appropriate corrective measures have been taken. .02 tf the cortection of the default canrwt be completed within the 5 full Working Days following receipt of the notice, the Contractor shall not lie in default ii the Contractor, a} commences the corection of the default within the 5 fuN 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. r ~~ ~~ P~~ Rev.Date: 11!2006 OPSS.MUNI 100 i r r GC 4.07 Owner's Right to Correct Default .Ot If the Conhactor fails to cortect the default within the time specified in subsection GC 4.06, Conhactor'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 Conhact 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, a 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 Contractols 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 Conhactor 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 wi0rdrawn from the Contractor, as certified by the Conhact Administrator and any additional compensation paid to the Contract adminishator for such additional service arising from the correction of the defauR; 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; I t i~ Ii~ f) charge the Contractor for any damages the Owner sustained as a result of the default; and g) charge the Contractor the arrrount by which the cost of conections to the Work under subsection GC 7.16, Warranty, exceeds the allowance provided for such corrections. GC 4.09 Final Payment to Contractor .Ot 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 shat) 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 .02 If the Owner elects to terminate the Contract, the (honer may provide the Contractor and the trustee or receiver with a complete accounting to the date of termination. GC 4.11 Continuation of Contractor's Obligations .Ot 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. GC 4.13 Payment Adjustment .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. L LJ Page 27 ~ Rev. Date: 112006 OPSS.MUNI 100 I SECTION GC 5.0 -MATERIAL GC 5.01 Supply of Material Ot 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. .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. .O6 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 oT 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 pertorming the Contract and of any liability arising from the failure to properly pertorm as specified in the Contract Documents. a 1 1 f 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: 1112006 OPSS.MUNI 100 i 1 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 ~ such substitution and to 50% of any additional saving in cost in excess of such 51,000. 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 "Certfication of Equality" and, O 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 ess Material f 6 i O d i rc er ng o r GC 5.05.01 .01 Where Material is suppfied 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 hil i i d s damage w e al specified delivery point and for its safe handling and storage. If such Mater under the control of the Contractor, it shah 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 dispositilm has been determined by the Contract Administrator. ed condition or where int in a dama t th d li i O g e e very po wner ar ves a .03 Where Material supplied by the there are discrepances between the quantities received and Ore quantities shown on the bills of lad'mg, the Contractor shall immediatety report such damage or discrepancies to the Contract Administrator who shall grange 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: 11/2008 OPSS.MUNI 100 i .04 The tull 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. i .05 Emply 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 I Documents. O6 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. i~, I~ i~ i~ If Page 30 Rev. Date: 11/2006 OPSS.MUNI 100 SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work, Persons and Property .01 The Contractor, the Contractors 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 perforrnarx:e of the Contract. 1f the Contractor is noE 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 Contrador 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 Contrad Administrator within 15 Days of occurrence of inddent, 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 ' s others not under the wntrol of the Contractor, but within the Working Area with the Owner 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 Indemnffication .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 daims, demands, losses, or proceedings by third parties, hereinafter called "daims", suits actions damages costs enses ex , , , , , p diredly or indirectly arising or alleged to arise out of the performance of or the failure to perform the Work, provided such Gaims 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 37 Rev. Date: 11!2006 OPSS.MUNI 100 i ', .02 The Contractor shall indemnify and hold harmless the Owner from all and every Gaim for damages, royalties or fees for the infringement of any patented invention or copyright occasioned by the r ', 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 pertormance of the Contract that are attributable to a lads of or defect in title or an alleged lads of or defect in Gtle to the Working Area. O5 The Contractor expressly waives the right to indemnity for claims other than those stated in paragraph GC 6.02.04. I 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 'j such proof of insurance. The Contract Administrator may withhold payments of monies due to the Contractor untl the Contractor has provided the Contract Administrator with original valid Certificates of Insurance as required by the provisions of the Contract Documents. 1 GC 6.03.02 General Liabilky 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. i r .02 Another form of insurance equal to or better than that required in IBC Forth 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 Waranty Period or as otherwise required by the Contract Documents. I~ l~ ~~ ~r~ 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. Uate: 7712006 OPSS.MUNI 700 .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 pdicies shall be endorsed to provide the Owner with no[ less than 30 Days written notice in advance of cancellation, change or amendment restricting coverage. .07 "Claims Made" insurance polities shall not be permitted. GC 6.03.03 Automobile Liability Insurance .Ot Automobile liability insurance in respect of licensed vehides shall have limits of not less than five million dollars inclusive per occurcence 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 nonowned automobile policy induding 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, shah be subject to limits of not less than five million dollars inclusive per occurtence 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 shah be in a form acceptable to the Owner. The poNcies 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 indirec0y in the performance of the Work, induding use of additional premises, shall be subject to limits of not less than five million dolars 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 polities 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 pdce and the full value, as may be stated in the Contract Documents, of Material that is spedfied 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 Acceptarxz of the Work, as cet out in the Final Acceptance Certificate. Page 33 Rev. Date: 1112006 OPSS.MUNI 100 I I~~ 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, shatl 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 tlse and Occupancy of the Work Prior to Completion .01 Should the Owner wish to use or occupy part or all of the Work prior fo 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 properly 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 terminatiar of coverage. 02 The poicies 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 oblgafions 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 Ore Contractor. GC B.fl3.05.04 Payment for Loss or Damage 01 The Contractor shall be entited to receive from the Owner, in addition to the amount due under the Contract, the amount at which the Owners 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 artrounts maybe 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, Aeasurement and Payment. Page 34 Rev. Date: 112006 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, incuding 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 polices 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 [o 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 Ote 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. .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 0.04 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 ro 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 ~ Rev. Date: 1172006 OPSS.MUNI 100 I !~ I' I i~ 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 foAows: a) Immediately prior to the Contract Administrator authorizing the Contractor to canmence 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. Page 36 Rev. Date: 11/2006 OPSS.MUNI 100 SECTION GC 7.0 -CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK ral G GC ene 7.01 .Ot 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. .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 [he 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 fJotwithstanding 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 h e part, such facilities and methods shall be considered to be part of the design of the Work, and t 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 specfed 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 Occupatronal Health and Safety Act, R.S.O. 1990, c.0.1, 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 die Work, and a personal wmmitrnent 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 dre supervisor responsible for the pertormance of the Work; d) workers employed to tarty 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 safely; e) its supervisory empbyees Cary out their duties in a diligent and responsible manner with due consideration for the health and safety of the workers; and Page 37 Rev. Dale: 1112006 OPSS.MUNI 100 f) .all Subcontractors and their workers are properly protected from injury while they are at the Work Area. .OS 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 cronfirmation 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 chat 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 (hose 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 o1 products controlled under WHMIS shaft 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 pertorm 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 tither 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 wnstruction 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 speafied 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 pertorm 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. 1 1 1 15 The Contractor shall promptly notify the Contract Administrator in writing 'rf the subsurface conditions observed in the Working Area differ materially from those indicated in the Contract Documents. Page 38 Rev. Oate: it/2006 OPSS.MUNI IDO 16 The Contractor shall arrange with the appropriate Utility authorities for the stake out of all underground Utilites 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 Doctur~nts, 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.Ot.01 a). GC 7.02 layout .01 Prior to commencement of construction, the Contract Administrator and the Contractor shall locate on site those properly 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 fa 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 Ote 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. .OS The Contractor shall install and maintain substantial alignment markers and secondary benchmarks as may be required for the proper execution of the Work. The Contractor shall supply one copy of all akgrunent and grade sheets to the Contract Administrator. .O6 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 Ore 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 .01 The Contractors sheds, site offices, toilets, other temporary structures, and storage areas for M~erial and Equipment shall be grouped in a compact manner and maintained in a neat and orderly condtion 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. r L~ i Page ~ Rev. Date' 1112006 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 pemtission 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 Contractor's vehides or other Equipment, whether licensed or unlicensed Equipment, the Contractor shall, on the ' direcfion 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 Exeass 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 Tor 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.B, as amended, whether such vehic~ 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 condi0on and free from the accumulation of debris and prevent dust nuisance, mud, and ponding water, other than that caused by the Owner or otlters. 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 fadlitate 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 snowpktwing. .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 locefions, 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 rtav. Date: 1112006 OPSS.MUNI 100 i .O7 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 [he 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 Properly, 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 ail times and at no extra cost io 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 intertupfions 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 witlr subsection GC 7.12, Notices by the Contractor, and shall arrange such interruptions so as to create a minimum of interference to Rrose affected. GC 7.09 Approvals and Permits .01 Exce<rt as specified in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and 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 speafied in paragraph GC 7.09.01. Page 41 Rev. Dale: 11!2006 OPSS.MUNI 100 1 r GC 7.10 Suspension of Work .O7 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 fhe result of an act or fault of fhe 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, [hat 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 Contracior'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 fw 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 .Ot 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, parttrership, 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. t)a~: 11!2006 OPSS.MUNI 100 C GC 7.13 Obstructions .Ot 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 Vaffic conditions on any Highway or road giving access [o 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 ConVac[ 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 ConVactor 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 Vom damage. GC 7.14 Limitations of Operations .Oi 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 cut 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 ConVactors, Utility wmpanies, 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 i .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 temporery works and debris other than that caused by the Owner or others and leave the Work and Working Area dean and suitable for occupancy by the Owner, unless otherwise specified. 02 The Work shall not be deemed to have reached Completion unfit 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 Warrenty .Ot Unless otherwise spedfied 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 deficiendes 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 Perfomtarmce of the Work, Page 43 Rev. Date: 11/2008 OPSS.MUNI 100 r r 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 Administratorshatl promptly give the Contractor written notice of observed defects or defidencies. ' .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 Ot The Contractor shall only employ ordedy, competent, and skilNul 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 fhe 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 ' oT the existing drainage conditions. I~,. ' Page M Rev. Oate: 1112006 OPSS.MUN1700 r 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 .Ot 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 [he 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 far the actual amount of Work done or Material supplied or troth 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 r the Contactor exceeds the tender quantity by more than 15%, either party to the Conract 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°k 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 t35°~ 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 underun in excess of 15% of [he 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 alknvance equal to 10% of the unit price on the amount of the undertun in excess of 15% of the tender quantity shall be paxl Written requests for compensation must be received no later than 60 Days after the issuance of the Completion Payment Certificate. Page 45 Rev. Date: 112006 OPSS.MUNI 100 , GC 8.02 Payment GC 8.02.01 Price for Work .Ot Prices for the Work shall be full compensation for all labour, Equipment and Material required in its perfartnance. The term "all labour, Equipment, and Material" shall include Hand Tools, supplies, and otrter 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 inGuded 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 aril stockpiled, shall be assessed by the following procedure: i. Sources Other Than Commercial (1) Granular A, B, BI, 611, 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. ii. 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 far 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 cast 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 fo wver 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 matenal and shall thenceforth be held by the Contractor in trust for the Owner as ceAateral 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, a 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 toss, 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 sha0 only be determined when the material meets the requirements of the appropriate specification. ,i~ '..,. ~ Page ~ Rev. Date: 1112006 OPSS.MUNI 100 t GC 8.02.03 Certification and Payment t Cert~cate P ' aymen GC 8.02.03.01 Progress Ot 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, Owners 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. s of the Cut-Off Date ithi 30 Da d ll b t . n y e w e ma 04 Payment sha GC 8.02.03.03 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 St~conlractor concerned. GC 8.02.03.03 Subcontract Statutory holdback Release Certificate and Payment , .Ot FoAowing receipt of the Certificate of Subcontract Completion, the Owner shall release and pay [he 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 t:ontrector ' submits the folbwing 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 ir~rred in carrying out the subcontract; Page 47 Rev. Date: 11!2(108 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 Contractw 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 Contractw and when the Contract Administrator has verified that the Contract has been substantially performed, the Contract Administrator shall issue a Certificate of Substantial Pertortnance. .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 pertwmed 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 Acf, 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 Cwnmercial 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 Pertormance Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of publicetion 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 1 .01 When the Contract Administrator issues the Certificate of Substantial Pertormance, 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; 1 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: 71/2008 OPSS.MUNI 100 ~~ d) the amount of maintenance security required; and e) the amount due the Contractor. .03 Payment of the amount certifred 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 Constructon Lien Act and [he submission by the Contractor of the following documents: the le sin i i tr t t Ad ' or re g m n s a a a) a release by the Contractor in a form satisfactory to the Contrac 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 incurted by the Contractor and the Contractors Subcontractors in carrying out the Contract have been disclarged 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 canpleted and, within 7 Days of signing the said certificate, the Contract Administrator shall ' provide a copy to the ConUactor. GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release Payment , Certiflcatas .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 hodback based on the value of further work completed over ' and above the value of work completed shown in the Substantial Performance Payment Certificate refered to above; and c) the amount due the Contractor. .03 The Completion Statutory Holdback Release Payment Certificate shall be a payment certificate releasing to 8ie 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 bui subject to the provisions of the Construction Lien Ad and the submission by the Contractor of the following documents: Page 49 Rev. Date: 11!2006 OPSS.MUNI 100 CI 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 exceptons 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 canying 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 8.02.03.00 interest ' .01 Interest due the Contractor is based on simple interest and is calculated using the app{icable 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 pertormed, 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 Cerfificate: 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 fhe 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 6.02.03.09.01, interest shall only begin to accrue when the Contractor has completed those requirements. Page 50 Rev. Date: 11/2006 tMSS.MUNI 100 GC 8.02.03.10 Interest for Negotiations and Claims , .Ot 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. editious or the claim in an ex ti ti l th , .02 p on e nego a ve Where the Contractor does not attempt to reso 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 Contracts 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 retain from monies owing to the r ma Li A t th O ' .01 y wne en c , e Pursuant to Section 12 of the Construction 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, ' s claims for damages by third parties that have not been determined in writing by the Contractor , 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 wilt give the Contractor appropriate notice of such action. GC 8.02.03.12 Delay fn 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 Ole amount of wages, salary, travel, travel time, food, kxiging, 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 tl1e recorded time and hourly rates of pay fw such labour and supervision but shall not inGude 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. Oparated 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. ~I Pege 51 Rev. Dale: 11/2006 OPSS.MUNI 100 , 1 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.S, as amended, and is approved by the _ Contract Administrator. Road Work means the preparation, construction, finishing, and consWCtion maintenance of roads, streets, Highways, and parking lots and includes ail 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 Ttme 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, reconsWction, 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 ConsWction Equipment, Including Model and Specification Reference, that is curcent at the time the work is rarcied out or for Equipment that is not so listed, the rate that has been calculated by the Owner, usktg 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 tolbwing period during which the thnit is not so engaged but during which the operation is otherwise proceeding and during which tune the unit cannot practically be transferced 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 Contractors representative or the Contract Administrator reporting the labour and Equipment empbyed and the Material used on each Time and Material project, should be reconciled and signed each Day by both the Contractor's Records,t then the Contractor shalldsubmitah uln-reconciled Daily Work RecordsthveltDa~y c a m, whereby the resolution of the dispute about the Daily Work Records shall not be resdved until there is a resolution of the claim. ~J Page ~ ~ Rev. Date: 1 112006 OPSS.MUNI 100 r GC 8.02.04.03 Payment for Work t .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.D4 Payment for labour ' Al The Owner shall pay the Contractor for labour employed on each Time and Material project at 135°k of the Cost of Labour up to $3,000, Olen 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 fw Work on a Time and Material Basis at the Contractor's actual cost of Payroll Burden. , .03 At Ote 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. ment for Material P i ay GC 8.02.04.05 .01 The Owner shall pay the Contractor for Material used on each Time and Material project at 120°k 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 Cwrtractor 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 adjustrnent as follows: a) Cost $10,000 or less - no adjustment; , b) Cosl greater than $10,000 but not exceeding $20,000 -payment $10,000 plus 90°k 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 Equ~ment 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 shah 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 lhvner shall pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of the invoce 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: 112006 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 arcumstances 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 retumed to [he lessor until the work requiring the equipment can be resumed. The Owner shall pay such costs as a resuN from such return. .04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to a 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 t 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 r .Ot 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°k of the first $3,000; plus b) 15% of the amount from $3,000 tc $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 Ore Securities Act, no markup whatsoever shall be applied. ' GC 8.02.04.09 Submission of Invoices .O7 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable labour and Equipment rates not aReady submitted to the Contract Administrator during fhe 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 Ole work and shah itemize separately the labour, Materials, and Equipment. Invoices for Materials, Rented Equipment, and other charges incuned by the Contractor on the Work on a Time and Material Basis shall be included with each 1 summary. ' Pageyt Rev. Date: 112006 OPSS.MUNI 100 n 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 Contractors 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 6.02.04.10 Payment Other Than on a Time and Material Basis .Ot Clause GC 9.02:04 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 .Ot Except where there is agreement in writing to the contrary, the compensation, as herein provided, shall be accepted by the Contractor as compensation in full for profd 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 shah 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. ' GC 8.02.06 Payment of Worken: .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 Sutxxxrtractor doing any part of the Work to pay the workers empbyed 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 dause GC 8.02.03.11, Avuners Set-Off. GC 8.02.07 Records .O1 The Contractor shall ma'uttain and keep accurate Records relating to the Work, Changes in the Wank, Extra Work, and daims arising therefrom. Such Records shall be of suffident detail to support ll the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve a ' such origktal Records until 12 months after the Final Acceptance Certificate is issued or until all claims have been settled, whichever is bnger. The Contractor shall require that Subcontractors err~byed by the Contracts preserve all original Records pertaining to the Work, Changes in the Work, Extra Work, and daims arising therefrom for a similar period of time. , .02 The Owner may inspect and audit the Contractors 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: 1112008 OPSS.MUNI 700 , t t 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 6me 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 w Provincial taxes, the Contractor shaA submit to the Contract Administrator, on forms provided by the Contract Administrator, a statement of such benefits. This statement shall 6e submitted not later than 30 Days after Final Acceptance. .04 Changes in Canadian Federal w 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 w a Subcontractor, are subject to a Gaim 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 specifred in the Contract Documents. u Ll Page ~ Rev. Gate: ttY2006 OPSS.MUNI 100