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Home My WebLink About2006-180 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-lAW 2006-180 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Bob Hendrickson Construction Limited, Port Perry, Ontario, to enter into agreement for the COMRIF Structures - Contract 2, Replacement of the Vannest Road Bridge, Rehabilitation of Colwill Bridge and Concession Road 8 Bridge. THE COPORATION 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 Bob Hendrickson Construction Limited, Port Perry, 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 25th day of September, 2006. By-law read a third time and finally passed this 25th day of September, 2006. JO~ Mayor -' I I I I I I I I I I I I I I I I I I I THE MUNICIPALITY OF CLARINGTON REPLACEMENT OF VANNEST ROAD BRIDGE, REHABILITATION OF THE COL WILL BRIDGE AND CONCESSION ROAD 8 BRIDGE CONTRACT NO. CL2006-30 JUNE 2006 [iJ!!! architects planners TSH No. 12-29495,29497,29498 I I I I I I I I I I I I I I I I I I I AGREEMENT THIS AGREEMENT made in quadruplicate. BETWEEN: BOB HENDRICKSEN CONSTRUCTION LIMITED of the Regional Municipality of Durham hereinafter called the "Contractor" THE PARTY OF THE FIRST PART -and - the CORPORATION OF THE MUNICIPALITY OF CLARINGTON hereinafter called the "Pnrchaser" 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. Page I of3 I I I I I I I I I I I I I I I I I I I DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS Tender for Contract No. CL2006-30, Replacement of the Vannest Road Bridge over Farewell Creek and Rehabilitation of the Colwill Bridge over Bowmanville Creek and Concession Road 8 Bridge over the Ganaraska River. ADDENDUM NO. I - July 7, 2006 A. TENDER FORM: General Pages 1 and 2 Itemized Bid Pages 3 to 7 Bonds Schedule of Tender Data Page 9 B. STANDARD TERMS AND CONDITIONS Page I to 9 C. SCHEDULE C - CONTRACTOR SAFETY D. INSTRUCTIONS TO TENDERERS Pages I to 4 E. SPECIAL PROVISIONS - GENERAL Pages I to 14 F. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 20 G. STANDARDS H. PLANS: Drawings No. AI - A3, BI - B4, CI - C3 I. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications, Municipality of Clarington and Region of Durham Standard Specifications revised March 2004. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct 92 314 Nov 04 552 Nov 02 905 May 94 127 Current 405 Feb 90 555 Apr 03 909 Feb 93 128 Current 421 Apr 99 570 Aug 90 914 Mar 98 180 Current 501 Feb 96 572 Nov 03 928 May 94 182 Nov 00 510 Nov 04 577 Feb. 96 929 May 94 201 Nov 03 511 Nov 04 902 Nov 02 930 May 94 206 Nov 05 518 Aor 99 903 Nov 02 1860 Mar 98 310 Nov. 2004 543 Dec 90 904 Jan 95 J. GEOTECHNICAL INVESTIGATION (Borehole Logs) K. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999) 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 Friday, October 27, 2006 . 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 I I I I I I I I I I I I I I I I I J 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: BOB HENDRICKSEN CONSTRUCTION LIMITED SIGNED and sealed by the Purchaser: CORPORATION OF THE MUNICIPALITY OF CLARINGTON J~~. DateSf>f"'e.n-, 2. IS, 2J.x::t, in the presence of in the presence of P/29495iSpecs/29495-AGR.doc ) ) ) ) ) ) ) ) ) ) ) ,&'.o&" grQ'...Z'...e~.(YE /V' . A"""5<..e~ :s~ :?~6 Date ) ) ) ) ) ) ) ) ) ) ) . ~ - -. ~ '~/-~~--..::..- 0''';_- R Page 3 of3 I I I I I I I I I I I I I I I I I I I CONTRACT NO. CL~30 CORPORATION OF THE MUNICIPALITY OF CLARINGTON REPLACEMENT OF VANNEST ROAD BRIDGE, REHABILITATION OF COLWlLL BRIDGE AND CONCESSION ROAD 8 BRIDGE ADDENDUM NO.1 Contractors are hereby advised of the following modifications to Contract No. CL2006- 30 1. DRAWINGS Drawing No. B5 and cover drawing are attached. Drawing No. B5 shall be added to the drawings for Part 'B' of the Contract and the cover drawing shall be replaced in the set issued. 2. TENDER ENVELOPE Closing Time and Date should read Friday, July 14,2006. All tenders must be subntined on the basis of these modifications. This Addendum shall remain attached to and form part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg, Ontario K9A 5G6 July 7,2006 PI29495/Specs/29495'I\DD ( .doc I I I I I I I I I I I I I I I I I I I PROJECT: AUTHORITY: CONTRACT ADMINISTRATOR: TENDERER: TENDERS RECEIVED BY: PI29495/Specsf21703~TF-Signing.doc TENDER FOR CONTRACT NO. CL2006-30 REPLACEMENT OF THE VANNEST ROAD BRIDGE OVER FAREWELL CREEK AND REHABILITATION OF THE COL WILL BRIDGE OVER BOWMANVILLE CREEK AND CONCESSION ROAD 8 BRIDGE OVER THE GANARASKA RIVER CORPORATION OF THE MUNICIPALITY OF CLARINGTON TOTTEN SIMS HUBICKI ASSOCIATES ENGINEERS, ARCHITECTS and PLANNERS 513 DNISION STREET COBOURG, ONTARIO. K9A 5G6 Telephone: 905-372-2121 Fax: 905-372-3621 BOB HENDRICKSEN CONSTRUCTION LIMITED Name 12051 Ashburn Road PORT PERRY. Ontario. L9L IZ9 Address (include Postal Code) 905-985-3400 Telephone and Fax Numbers 905-985-7075 Vadim Vainer Name of Person Signing Estimator Position of Person Signing Ms. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario LlC 3A6 Page 1 of 9 pages I I I I I I I I I I I I I I I I I I I TENDER CONTRACT NO. CL2006-30 To: The Mayor and Members of Council Corporation of the Municipality ofClarington Re: Contract No. CL2oo6-30 Replacement of the Vannest Road Bridge over Farewell Creek and Rehabilitation of the Colwill Bridge over Bowmanville Creek and Concession Road 8 Bridge over the Ganaraska River Dear Mayor and 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 T enderers, 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. Page 2 of 9 pages I I I I I I I I I I I I I I I I I I I ITEMIZED BID CONTRACT NO. CL2006-30 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2006-30 for the following unit prices. Spec. No. SP (P) RMDSS MOC The numbers in this colunm refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings Item No. Spec No. Descriotion Unit Quantity Unit Price Total PART 'A': REPLACEMENT OF THE VANNEST ROAD BRIDGE OVER FAREWELL CREEK AI 201,206, Site Preparation LS 12,000.00 12,000.00 510, 543 902,SP A2 182,518, Unwatering and Siltation Control LS 60,800.00 60,800.00 902,903 SP A3 206, 510, Removal and Disposal of Existing LS 15,000.00 15,000.00 902,928 Structure SP A4 206,501 Earth Excavation (GJading) m3 520 40.00 20,800.00 577, SP A5 577,902 Earth Excavation for Structure 3 50 50.0< 2,500.00 m SP A6 904,905 Concrete in Bridge Foundations 3 6 935.00 5,610.00 m SP A7 904,905, Precast Concrete FranJe LS 65,400.00 65,400.00 909 SP A8 904,905 Concrete in Deck Topping LS 15,810.00 15,810.00 SP A9 314,501, GJanular Backfill to Structure LS 6,3oo.()( 6,300.00 902 SP AlO 314,501 GJanular 'A' t 180 25.001 4,500.00 SP All 314,501 GJannlar 'B', Type 1 t 460 22.00 10,120.00 SP A12 SP Armourstone Retaining Wall t 40 225.00 9,000.00 A13 570 Topsoil (hnported) m2 40 15.00 600.00 SP AI4 572 Seed and Erosion Control Blanket m2 400 10.00 4,000.00 SP A15 552 Steel Thrie Beam Guide Rail m 20 555.00 11,100.00 SP A16 552 Steel Beam Guide Rail m 84 100.00 8,400.00 A17 555 Eccentric Loader End Treatment each 4 3,900.0( 15,600.00 AI8 SP Bridge Plaques each 1 2,500.00 2,500.00 Page 3 of9 pages I I I I I I I I I I I I I I I I I I I ITEMIZED BID CONTRACT NO. CL2006-30 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CU006-30 for the following unit prices. Spec. No. SP (Pl RMDSS MOC The numbers in this COJW1U1 refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings Item No. Spec No. Description Unit Qnantitv Unit Price Total AI9 SP Relocation of COMRlF Notification LS I,OOO.O( 1,000.00 Sign A20 511,1860 Rock Protection t 28 80.00 2,240.00 SP A21 511,1860 River Run Stone t 8 100.00 800.00 SP A22 SP Plant Material each 20 60.00 1,200.00 i) Red Osier Dogwood Total Part 'A' (Carried to Summary) 275,280.00 PART 'B': REIIABILIT ATION OF THE COLWILL BRIDGE OVER BOWMANVILLE CREEK BI 201,206, Site Preparation LS 17,400.0< 17,400.00 510,902 543,SP B2 182,518, Unwatering and Siltation Control LS 10,000.00 10,000.00 902,903 SP B3 206, 510, Removal and Disposal of Existing LS 40,700.00 40,700.00 902,928 Structure SP B4 206,501 Earth Excavation (Grading) mJ 145 40.001 5,800.00 577,SP B5 577,902 Earth Excavation for Structure J 20 50.00 1,000.00 m SP B6 405 150 mm Dia. Perforated CSP Subdrain m 18 150.00 2,700.00 SP with Filter Cloth B7 904, 905, Prestressed Concrete Hollow SIOOs LS 104,370.00 104,370.00 909 SP B8 904,905 Concrete in Substructure LS 2,900.00 2,900.00 SP B9 904,905 Concrete in Deck Topping LS 15,600.00 15,600.00 SP BIO 904,905 Concrete in Abutment Refacing m3 6 1,400.00 8,400.0( SP BII 904,905 Concrete in Footing Refacing 3 4 1,360.00 5,440.00 m SP BI2 928,929, Spall Repair - Type 'A' L 81 30.00 2,430.00 930 SP Page 4 of 9 pages I I I I I I I I I I I I I I I I I I I ITEMIZED BID CONTRACT NO. CL2006-30 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2006-30 for the following unit prices. Spec. No. SP (Pl RMDSS MOC The numbers in this COJW1D1 refer to the applicable issue of the Ontario Provincia) Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clariogton Design Guidelines and Standard Drawings Item No. Spec No. Descriotion Unit Quantitv Unit Price Total B13 928,929, Spall Repair - Type 'B' 3 2 6,OOO.0( 12,000.00 m 930 SP BI4 314,501, Granular Backfill to Structure LS 1,900.0( 1,900.00 902 SP BI5 314,501 Granular' A' t 150 25.00 3,750.00 SP BI6 314,501 Granular 'B' t 205 22.0( 4,510.00 SP BI7 914 Asphalt Membrane Waterproofing m' 81 45.0( 3,645.00 BI8 310 Hot Mix HL 8 t 35 275.00 9,625.00 SP BI9 310 Hot Mix HL 3 t 30 275.0( 8,250.00 SP B20 570 Topsoil (Imported) m' 18 20.00 360.00 SP B21 572 Seed and Erosion Control Blanket , 180 10.00 1,800.00 m SP B22 552 Steel Thrie Beam Guide Rail m 31 370.0( 11,470.00 SP B23 552 Steel Beam guide Rail m 137 100.0( 13,700.00 B24 555 Eccentric Loader End Treatment each 4 3,900.001 15,600.00 . B25 SP Bridge Plaques each I 2,500.0( 2,500.00 B26 SP COMRIF Notification Sigu LS 4,250.0( 4,250.00 Total Part 'B' (Carried to Summary) 310,100.00 PART 'C': REHABILITATION OF THE CONCESSION ROAD 8 BRIDGE OVER GANARASKA RIVER TRIBUTARY CI 201, 206, Site Preparation LS 15,000.00 15,000.00 510,543 902,SP C2 182,518 Unwatering and Siltation Control LS 10,000.00 10,000.00 902,903 SP Page 5 of9 pages I I I I I I I I I I I I I I I I I I I ITEMIZED BID CONTRACT NO. CL2006-30 In accordance with the ftrst paragraph of this Tender, the Contractor hereby offers to complete the work specifted for Contract No. CL2006-30 for the following unit prices. Spec. No. SP (Pl RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings Item No. Spec No. Description Unit Quantity Unit Price Total C3 206, 510, Removal and Disposal of Existing LS 10,000.00 10,000.00 902,928 Structure SP C4 206,501 Earth Excavation (Grading) 3 60 50.00 3,000.00 m 577, SP C5 577,902 Earth Excavation for Structure 3 16 50.O<J 800.00 m SP C6 904,905 Concrete in Deck LS 5,500.0< 5,500.00 SP C7 904,905 Concrete in Headwalls LS 4,500.00 4,500.00 SP C8 904,905 Dowels Into Concrete (provisional Item) each 148 25.00 3,700.00 SP C9 314,501 Granular 'A' t 45 25.00 1,125.00 SP CIO 314,501 Granular' B', Type I t 135 22.00 2,970.00 SP CII 928, 929, Spall Repair - Type 'A' L 47 50.00 2,350.00 930, SP CI2 928, 929, Spall Repair - Type 'B' m3 2 6,000.001 12,000.00 930, SP CI3 SP Armourstone Retaining Wall t 42 250.00 10,500.00 CI4 310 Hot Mix HL 8 t 10 300.00 3,000.OC SP CI5 310 Hot Mix HL 3 t 10 300.00 3,000.00 SP C16 570 Topsoil (Imported) 3 7 120.00 840.00 m SP CI7 572 Seed and Erosion Control Blanket m2 70 15.00 1,050.00 SP CI8 552 Steel Thrie Beam Guide Rail m 15 414.O<J 6,210.00 SP C19 552 Steel Beam guide Rail m 61 100.00 6,100.00 C20 555 Extruder End Treatment with High each 4 4,190.00 16,760.00 Intensity Obiect Marker C21 SP Bridge Plaques each I 2,500.00 2,500.00 C22 SP Relocation of COMRlF Notiftcation LS 1,000.00 1,000.00 Sign Page 6 of 9 pages I I I I I I I I I I I I I I I I I I I ITEMIZED BID CONTRACT NO. CL2006-30 In accordance with the fIrst paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2006-30 for the following unit prices. Spec. No. SP (Pl RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings Item No. Spec No. Description Unit Qnantity Unit Price Total Total Part 'C' (Carried to Summary) 121,905.00 I I PART'D': GENERAL ITEM Dl SP Bonds, Insurance and Maintenance LS 13,000.00 13,000.00 Security 02 577 Light Duty Silt Fence m 420 20.00 8,400.00 SP D3 501 Water for Compaction and Dust Control m' 250 15.0( 3,750.00 04 506 Calcium CWoride Flake kg 540 2.00 1,080.00 Total Part 'D' (Carried to Summary) 26,230.00 SUMMARY - Total Part 'A' - Total Construction for Vannest Road Bridge 275,280.00 Total Part 'B' - Total Construction for Colwill Bridge 310,100.00 Total Part 'C' - Total Construction Concession Rd. 8 Bridge 121,905.00 Total Part '0' - General Items 26,230.00 Total (excludinl! GST) 733,515.00 GST (60/. of Total) 44,010.90 TOTAL TENDER AMOUNT 777,525.90 Tenderer's GST Registration No. P/29495/Specsl2949S-Teuder Check Fonn.xls Page 7 of9 pages I I I I I I I I I I I I I I I I I I I AGREEMENT TO BOND (to be completed bv Bondin!! Companv) CONTRACT NO. CL2006-30 Bond No. 83-5207-0014(06) WE, the Undersigned, HEREBY AGREE to become bound as Surety for BOB HENDRICKSEN CONSTRUCTION LIMITED in a Performance 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 performance of the works shown or described herein, if the Tender for Contract No.CL2006-30 is accepted by the Authority. IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Performance 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 this 12th day of July 2006 A viva Insurance Company of Canada Name of Bonding Company (BONDING COMPANY SEAL) Signature of Authorized Person Signing for Bonding Company John yan BUsen. Attorney-in-fact Position (This Form shall be completed and attached to the Tender Submitted). Page 8 of 9pages I I I I I I I I I I I I I I I I I I I SCHEDULE OF TENDER DATA CONTRACT NO. CL2006-30 The work specified in the Contract shall be performed in strict accordance with the following Schedule: A. TENDER FORM: General Pages I and 2 Itemized Bid Pages 3 to 7 Agreement to Bond Page 8 Schedule of Tender Data Page 9 B. STANDARD TERMS AND CONDITIONS Page I to 9 C. SCHEDULE C - CONTRACTOR SAFETY D. INSTRUCTIONS TO TENDERERS Pages I to 4 E. SPECIAL PROVISIONS - GENERAL Pages I to 14 F. SPECIAL PROVISIONS - TENDER ITEMS Pages I to 20 G. STANDARDS H. PLANS: Drawings No. Al - A3, BI - B4, CI - C3 1. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications, Municipality of Clarington and Region of Durham Standard Specifications revised March 2004. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct 92 314 Nov 04 552 Nov 02 905 Mav 94 127 Current 405 Feb 90 555 ADr 03 909 Feb 93 128 Current 421 ADr 99 570 AUlr90 914 Mar 98 180 Current 501 Feb 96 572 Nov 03 928 Mav 94 182 Nov 00 510 Nov 04 577 Feb. 96 929 Mav 94 201 Nov 03 511 Nov 04 902 Nov 02 930 Mav 94 206 Nov05 518 Apr 99 903 Nov 02 1860 Mar 98 310 Nov. 2004 543 Dec 90 904 Jan 95 J. GEOTECHNICAL INVESTIGATION (Borehole Logs) K. GENERAL CONDmONS: OPS General Conditions of Contract (September 1999) 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 Retail Sales Tax requirements, so that it is able to do business in Ontario. Yes X No By my/our signature hereunder, I/we hereby identifY this as the Schedule of Tender Data, Plans and Specifications, for Contract No. CL2oo6-30, executed byrne/us bearing date the 14th day of Julv 2006 and we have fully read all related documents to tender data as listed above. SIGNATUREb~ fd,L>~ ;::;/~/R POSmON: Esti~r NAME OF FIRM: BOB HENDRICKSEN CONSTRUCTION LIMITED {COMPANY SEAL) Privacy LeeislatioD ~" _ _ _ ~ ~ _ , Federal legislation governs the collection and use of personal infonnation from individuals. We represent and~aru follie ownerlbat we have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner-U'!, this tender: _ This personal information, which includes, but is not limited to, the employees' names, education, work and project history: ):5roressional designations and qualifications. This CONSENT permits the owner to disclose this personal information to the Engineer (owner or agent) for the purpose of evaluating our bid. In the event that the tender is successful, this personal information may also be used in project administration, for contact purposes. This is Page 9 of9 Pages to be submitted as the Tender Submission for Contract No. CL2oo6-30 I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 STANDARD TERMS AND CONDITIONS P/12-29495/Specs/21704- T&C I I I I I I I I I I I I I I I I I I I STANDARD TERMS AND CONDITIONS 1 The Municipality ofClarington's "Standard Terms and Conditions" shall apply to this Contract except where noted below. . Clause 8 of the "Standard Terms and conditions" shall be superceded by Clause 7,"Payments" of the "Special Provisions - General" Section of the Contract. . Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause 2,"Guaranteed Maintenance" of the "Special Provisions - General" Section of the Contract. . Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract. . Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause 6.03.02 of the OPS General Conditions of Contract (September 1999) which requires a $5,000,000.00 liability coverage. . Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 18, "Workplace Hazardous Materials Information System (WHMIS)" of the Special Provisions-General" Section of the Contract. I STANDARD TERMS AND CONDITIONS 2 1. DEFINITIONS I Municipality - The Corporation of the Municipality of Clarington, its successors and assigns. Bidder - The person, firm or corporation submitting a bid to the Municipality. I Company - The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it successors and assigns. I Contract - The purchase order authorizing the company to perform the work, purchase order alterations, the document and addenda, the bid, and surety. I Subcontractor - A person, firm or corporation having a contract w~h 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 perform the work in accordance with the specifications contained in the document. I Bid - An offer by a Bidder in response to the document issued by the Municipality. I Work - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be done, furnished or performed by the company, which are subject to the Contract. 2. SUBMISSION OF BID I Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #94-129 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 By-law. I The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier envelopes or other coverings. I If a joint bid is submitted, it must be signed on behalf of each of the Bidders. I The bid must be signed by a designated signing officer of the Bidder. The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing must be initialled by the Bidder's authorized signing officer. I The bid must not be restricted by a covering letter, a statement added, or by alterations to the document unless otherwise provided herein. I 2. SUBMISSION OF BID (conl'd) Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's bidder's list. I A bid received after the closing date and time will not be considered and will be returned, unopened. I 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. I I I I I I I I I I I I I I I I I I I I I I I STANDARD TERMS AND CONDITIONS 3 3. CONTRACT The contract consists of the documents aforementioned. The contract 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 Ccmpany shall supply work which is fit and suitable for the Municipality's intended use and complete for a particular purpose. None of the conditions contained in the Bidde~s 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 clarification so given shall not in any way alter the document and in no case shall oral arrangements be considered. Every notice, advice or other communication pertaining thereto will be in the form of a written addendum. No officer, agent or employee 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 the Company as soon as possible and in any event within the period set out herein as the guaranteed period of delivery or completion after receipt of a purchase order therefor. 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 other such receiver shall not bind the Municipality to accept the work covered thereby, or the 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. 7. PRICING Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.S. destination. Prices shall be firm for the duration of the contract. Prices bid must include all incidental costs and the Ccmpany shall 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 commencement. Should the Company require more information or clarification 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. I STANDARD TERMS AND CONDITIONS 4 All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other charges of every kind attlibutable to the work. Goods and Services Tax and Provincial Sales Tax shall be extra and not shown, unless otherwise specified herein. I I If the Bidder intends to manufaclure or fabricate any part of the work outside of Canada, ~ shall arrange its shipping procedures SO that its agent or representative in Canada is the importer of record for customs purposes. I 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 direcUy 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 effective date thereof. I I 8. TERMS OF PAYMENT Where required by the Construction Lien Act appropriate monies may be held back until 60 days after the completion of the work. I Payments made hereunder, including final payment shall not relieve the company from ~ obligations or liabilities under the contract. I Acceptance by the company of the final payment shall constnute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance with the contract and still unselUed. I The Municipality shall have the right to withhold from any sum otherwise payable to the company such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it. I Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract requirements being completed and work being deemed satisfactory. 9. I PATENTS AND COPYRIGHTS The company shall, at ~ expense, defend all claims, actions 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. I I The company shall pay all royalties and patenllicense 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 infringing work with non-infringing work or modify it so that the work no longer infringes. I 10. I 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. I 11. EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final. I 12. ASSIGNMENT AND SUBCONTRACTING The company shall not assign or subcontract the contract or any portion thereof without the prior written consent of the Municipality. I I I STANDARD TERMS AND CONDITIONS I I I I I I I I I I I I I I I I I I 5 13. FINANCING INFORMATION REQUIRED OF THE COMPANY The Municipality is enliUed to request of the Company to furnish reasonable evidence that financial arrangements have been made to fulfill the Company's obligations under the Contract. 14. LAWS AND REGULATIONS The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws pertaining to the work and its perfonnance. 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, 15, CORRECTION OF DEFECTS If at any time prior to one year after the actual delivery date or completion of the work (or specified warranty/guarantee period if longer than one year) any part of the work becomes defective or is deficient or fails due to defect in design, materiat 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 Municipality reserves the right 10 award by lIem, or part thereof, groups of items, or parts thereof, or allllems 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, II in so doing, the best interests of the Municipality will be served. No liability snail accrue to the Municipality for its decision in this regard. Bids shall be irrevocable for 90 days after the official closing time. Tne 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 contract by the Municipality to the extent described in the notice of award. 17. 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 sucl1 case, the Municipality may, without notice: tenninate the contract. b, If the company: fails to comply with any request, instruction or order of the Municipality; or fails to pay its accounts; or fails to comply with or persistently disregards statutes, regulations, by-laws or directives 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 prior written consent; or refuses to correct defective work.; or is otherwise in default in carrying out its part of any of the terms, conditions and obligations of the contract, then, in any such case, the Municipality may, upon expiration of ten days from the date of written notice to the company, tenninate the contract. c, Any tennination of the contract by the Municipality, as aforesaid, shall be without prejudice to any other rights or remedies the Municipality may have and without incurring any liability whatsoever in respect thereto. I STANDARD TERMS AND CONDITIONS 6 I d. If the Municipality terminates the contract, it is entitled to: I i) take possession of all work in progress, materials and construction equipment then at the project site (at no additional chaoye for the retention or use of the construction equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstanoes; I ii) withhold any further payments to the company until the completion of the work and the expiry of all obligations under the Correction of Defects section; I 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). I 18. CONTRACT CANCELLATION The Municipality shall have the right, which may be exercised from time to time, to canoel 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 seWement. The Municipality shall not be liable to the Company for loss of anticipated profit on the canoelled portion or portions of the work. I 19. QUANTITIES I Unless othelWise specified herein, quantities are shown as approximate, are not guaranteed to be accurate, are furnished without any liability on behaff of the Municipality and shall be used as a basis for comparison only. I Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the Municipality. I 20. SAMPLES I Upon request, samples must be submitted strictly in accordanoe with instructions. 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 bidde~s expense, upon request, provided they have not been destroyed by tests, or are not required for comparison purposes. I The acoeptance of samples by the Municipality shall be at its sole discretion and any such acceptanoe shall in no way be construed to impiy relief of the company from its obligations under the contract. I Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where applicable. I 21. 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 which all work covered by the contract has been completed and accepted. The surety may be returned before the 60 days have elapsed providing satisfactory evidenoe is provided that all liabilities incurred by the company in carrying 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. I I The company shall, if the Municipality 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. I 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. I I I STANDARD TERMS AND CONDITIONS 7 I 22. I I I I I I I I I I I I I I I I I WORKPLACE SAFETY AND INSURANCE BOARD 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 shali be provided prior 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 Company'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 following shall be provided upon request by the Calling Agency: Single Independent Contractors I Owners I Operators shall provide a letter from the Workplace Safety & Insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining workerllndependent 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 I Owners I Operators must also provide a certificate from the Workplace Safety & Insurance Board confirming they have purchased the optional WSIB coverage. The Municipality of Clarington has the right to reject any bid it deems to provide insulficient coverage. 23. iNSURANCE 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 policy shall include the Municipality as an additional insureds in respect of all operations performed by or on behalf 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. 24. 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 contract, 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 incurred or paid by the Municipality if the Municipality or any of its employees 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. 25. 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 cond~ions. No claim for extra payment will be allowed for work or diffICulties encountered due to conditions of the site which were visible or reasonably inferable, prior to the date of submission of Tenders. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. 29. I STANDARD TERMS AND CONDITIONS 8 26. I 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. I Without limiting the generality of the foregoing, the Company shall satisfy all stalulory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Company's obligations under this Contract. I I The Company shall be aware of and conform to all governing regulations including those established by the Municipality relating to employee health and safety. The Company shall keep employees and subcontractors informed of such regulations. I The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. 27. I UNPAID 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 clear of liens, attachments, claims, demands, charges or other encumbrances. I 28. SUSPENSION OF WORK I The Municipality may, without invalidating the contract, suspend performance 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. I The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. I 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 contract 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. I I 30. CONFLICT OF INTEREST 31. 32. No employee or member of Council of the Municipality shall sell goods or services to the Municipality in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a Company or own a Company which sells goods or services to the Municipality. I MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPAl I All correspondence, documentation, and information provided to staff of the Municipality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act. I Offerers are reminded to identify in their proposal material any specific scientific, technical, commercial, proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete proposals are not to be identified as confidential. I CRIMINAL BACKGROUND CHECKS I "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 I I STANDARD TERMS AND CONDITIONS 9 I I background check including Criminal Code (Canada) convictions, pardoned sexual offences, 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 pennilted entrance to private or restricted areas or residences. This will be done at no cost to the Municipality and any such requested document will be submitted to the Municipality in its true form in advance of commencement of work. I 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 tenn of the contract only or a one year tenn, 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. I I I The Municipality of Clarington reserves the right to cancel and/or suspend the contract immediately and unilaterally and without penalty to the Municipality shouid 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: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 SCHEDULE 'c' CONTRACTOR SAFETY P/12-29495/Specs/21705-Sched C-29495.doc I I I I I I I I I 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 performance will be a consideration in the awarding of contract. Under the Occupational Health and Safety Act (Section 23 (I), (2)), it is the constructor's responsibility to ensure that: . the measures and procedures prescribed by the Occupational Health and Safety Act and the Regulations are carried out on the proiect; . every employer and every worker performing work on the proiect complies with the Occupational Health and Safety Act and the Regulations (under the Act); and . the health and safety of workers on the proiect is protected. . Where so prescribed, a constructor shall, before commencing any work on a project, give to a Director notice in writing of the project containing such information as may be prescribed. DEFINITIONS: Contractor - any individual or firm engaged by the Municipality to do work on behalf of the Municipality. I I I I I I 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, waterrnain, 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. I I I SCHEDULE (C CONTRACTOR SAFETY I 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. I I POLICY AND PROCEDURE Continued... Project Manager - means the municipal management representative who has responsibility for a contract. I I PROCEDURE: The following items are required before any Contractors are hired by the Municipality. I I I a) Before beginning a project, the project manager or delegate must determine whether any designated substanceslhazardous 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 substanceslhazardous materials must be provided to all prospective constructors and/or contractors. c) The request for tender/quotations will require prospective contractors to include a list of the designated substanceslhazardous materials that will be brought onto the work site and material safety data sheets. I I I I I I d) Before awarding a contract, contractor(s) will be required to complete and sign the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will maintain all contractors safety performance records. e) As part of the tender/quotation conditions, before award of a contract, the contractor will be required to provide proof that all workers involved with the project have the proper WHMIS training, as required by the Occupational Health 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 completed (see Compliance page 9). I I h) Before the start of the assignment, the following documentation will be provided to the successful contractor, by the project manager or delegate. i) ii) iii) Copies of the Municipal Corporate Health and Safety Program Departmental health and safety policies Workplace procedures regarding health and safety practices. I I I I I I I I I I I I I I I I I I I I I I 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 regarding health and safety, thatperson(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 warnings and/or to stop any contractors' work if any of the previously mentioned items are not in compliance. Similarly, the Municipality will have the right to issue warnings and/or 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, and/or if the contractor creates an unacceptable health and safety hazard. Written warnings and/or stop work orders can be given to contractors using Contractor Health and Safety Warning/Stop Work Order Form (Schedule "B"). 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 Health 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. SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... HEALTH AND SAFETY PRACTICE FORM To Contractor(s); The Municipality ofClarington 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 accident/incident 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.) I I I I I I I I I I I I I I I I I I II I I I SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... CONTRACTOR'S STATEMENT OF RESPONSIBILITY I I I I I I I 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, Municipal safety policies, department and site specific policies and procedures and other applicable legislation or regulations. I/we will work safely with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of the public. I. The contractor/successful tenderer certifies that it, 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/tender safely and in compliance with the Act. 2. In the performance of all matters required pursuant to this contract/tender, the contractor/successful tenderer shall, a) act safely and comply in all respects to the Act, and b) ensure that its employees, it subcontractors and their employees act safely and complying all respects with the Act. I I I I 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 or non-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. I I 6. The contractor/successful tenderer shall indemnify and save harmless the Municipality, I a) from any loss, inconvenience, damage or cost to the Municipality which may result 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 Act in the performance of any matters required pursuant to this contract/tender; I I SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... b) against any action or claim, 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 contractor/successful tenderer or any of its employees, its subcontractors or their employees in the performance of any matter required pursuant to this contract/tender; 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 Act in relation to any violation of the Act arising out of this contract/tender. BOB HENDRICKSEN ...............~.N.~~~~.~~~~................~gJ.(~..tf?(A./.~................... Contractor Name of Person Signing for Contractor Signature . .. ...~~.......................A..~..r?:.X<~~...... ntractor Date I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... CONTRACTOR HEALTH AND SAFETY W ARNING/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 contract due to the unsafe work practice described below. FAILURE TO COMPLY WITH THIS W ARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF CONTRACT. PART "A" - DETAILS OF CONTRACT CONTRACTIP.O. # DESCRIPTION: NAME OF FIRM: PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) DATE & TIME OF INFRACTION: I I I SCHEDULE (C) CONTRACTOR SAFETY DESCRIPTION OF INFRACTION INCLUDING LOCATION: I ORDER GIVEN BY MUNICIPALITY: I I DID THE CONTRACTOR COMPLY WITH THIS ORDER? I I DATE & TIME OF COMPLIANCE: ISSUED TO: I CONTRACTOR'S EMPLOYEE TITLE ISSUED BY: I MUNICIPAL EMPLOYEE, DEPARTMENT TITLE I PART "C" - ADDITIONAL COMMENTS I THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT TO ISSUING THE W ARNING/STOP WORK ORDER, I.E. DATE AND TIME I WORK RESUMED, FURTHER ACTION TAKEN, ETC. . I I I I I I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 INSTRUCTIONS TO TENDERERS P/29495/Specs/21706-IT.doc I I I I I I I I I I I I I I I I I I I INDEX INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2006-30 CLAUSE SUBJECT PAGE 1. GENERAL........................................................................................................................................................... 1 2. BLANK FORM OF TENDER ............................................................................................................................ 1 3. TENDER DEPOSITS ...................... ........................... ........................... ................................................... ...... ..... 1 4. BONDS.. ........ ............................................................................. ......................... ....................... ......................... 2 5. RIGHT TO ACCEPT OR REJECT TENDERS..................................................................................................2 6. UNACCEPTABLE TENDERS ........................................................................................................................... 2 7. ABILITY AND EXPERIENCE OF TENDERER............................................................................................... 2 8. PROVINCIAL SALES TAX.. .................................................. ........ ............. ........................ .............................. 3 9. GOODS AND SERVICES TAX (GST).............................................................................................................3 10. EXECUTE CONTRACT DOCUMENTS........................................................................................................... 3 11. COMMENCEMENT OF WORK........................................................................................................................3 12. LOCATION. .... ....... .............. ........................... ........... .................................................................... ..................... 3 13. TENDERERS TO INVESTIGATE.....................................................................................................................4 14. INQUIRIES DURING TENDERING .................................................................................................................4 15. AWARD OF THE CONTRACT ......................................................................................................................... 4 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR.................. 4 17. ADDENDA..........................................................................................................................................................4 I I I I I I I I I I I I I I I I I I I PAGE ONE INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2006-30 1. GENERAL SEALED Tenders, in the envelopes provided, plainly marked "Contract No. CL2006-30" will be received until: 2:00:00 P.M. LOCAL TIME, FRIDAY, JULY 14, 2006 and shall be addressed to: Ms. Patti Barrie, Clerk Corporation of the Municipality of C1arington 40 Temperance Street Bowmanville, Ontario LlC 3A6 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. 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 Municipality, as a guarantee for the execution of the Contract. Total Tender Amount $ 20,000.00 or less 20,000.01 to 50,000.00 50,000.01 to 100,000.00 100,000.01 to 250,000.00 250,000.01 to 500,000.00 500,000.01 to 1,000,000.00 1,000,000.0 I to 2,000,000.00 2,000,000.0 I and over Minimum Deposit Required $1,000.00 2,000.00 5,000.00 10,000.00 25,000.00 50,000.00 100,000.00 200,000.00 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. I I I I I I I I I I I I I I I I I I I INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2006-30 2. 4. 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. 5. 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. 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. I I I I I I I I I I I I I I I I I I I INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2006-30 3. 8. PRO~CMLSALESTAX Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this Contract. 9. GOODS AND SERVICES TAX (GST) The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services Tax. The GST 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 60 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 ofthe General Conditions. 12. LOCATION The work for the Vannest Road Bridge Replacement over Farewell Creek (Part 'A') is located in Lot 28/29, Concession VI, Darlington, 0.7 km east of Zion Road, Municipality of Clarington. The work for the Colwill Bridge rehabilitation over a tributary of the Bowmanville Creek (Part 'B') is located in Lot 16, Concession IV, Darlington, on Old Scugog Road, 0.6 km south of Taunton Road, Municipality of Clarington. The work for the Concession Road 8 Bridge rehabilitation over a tributary of the Ganaraska River is located in Lot 21, Concessions VIIIVIII, Clarke, 0.9 km east ofHwy. 115, Municipality of Clarington. I I I I I I I I I I I I I I I I I I I INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2006-30 4. 13. TENDERERS TO INVESTIGATE Tenderers must satisfY themselves by personal examination of the sites 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 sites 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, TSH, Telephone: (905) 668-9363, attention: Mr. Dennis L. Baxter, P. Eng - extension 2225. 15. A WARD OF THE CONTRACT The award of this Contract is subject to the Municipality obtaining the necessary approvals and permits from the Central Lake Ontario Conservation Authority, MinistrY of Natural Resources and Department of Fisheries and Oceans. The Municipality reserves the right to delete Part A, B or C from the Contract in its entirety. 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT 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 Cia ring ton. Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be deemed to mean the Consultants, Totten Sims Hubicki Associates, 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 attached as part of the submitted bid. Failure to do so will result in disqualification of the bid. I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 SPECIAL PROVISIONS - GENERAL P\29495\Specs\21707 -SPG.doc I I I I I I I I I I I I I I I I I I I INDEX SPECIAL PROVISIONS-GENERAL CONTRACT NO. CL2006-30 CLAUSE SUBJECT PAGE I. PLAN QUANTITY ITEMS ...............................................................................................................1 2. GUARANTEED MAINTENANCE................................................................................................... I 3. CONTRACT TIME AND LIQUIDATED DAMAGES ....................................................................1 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE ...............................................................2 5. OPS GENERAL CONDITIONS .......... ........................................................................................... ... 2 6. LAYOUT BY CONTRACT ADMlNISTRATOR.............................................................................2 7. PAYMENTS ......................................................................................................................................3 8. mILITIES ................................ ... .................................... .................................................................. 3 9. HAUL ROADS ..................................................................................................................................4 10. DUST CONTROL..............................................................................................................................4 II. 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......................................................6 17. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES .........7 18. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) .....................8 19. SPILLS REPORTING ........ ....................... .......................... ................................................ ..... .... ..... 8 20. PROTECTION OF WATER QUALITY ...........................................................................................8 21. ENVIRONMENTAL PROTECTION PLAN ....................................................................................9 22. TRAFFIC AND STREET SIGNS ....................................................................................................10 23. GARBAGE COLLECTION.............................................................................................................11 24. ASPHALT MIX DESIGNS .............................................................................................................11 25. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES I I 26. CONFINED SPACE ENTRY ..........................................................................................................11 27. ENTRY ONTO PRIVATE PROPERTY .........................................................................................12 28. STORAGE AREAS ... ..... ............... ............. ..................... ... ...... ................................................. ...... 12 29. GENERAL LIABILITY INSURANCE ...........................................................................................12 30. CONSTRUCTION LIEN ACT ........................................................................................................12 31. PROPERTY OWNER'S RELEASE OF PRIV A TEL Y OWNED LAND USED BY THE CONTRACTOR...............................................................................................................................14 I I I I I I I I I I I I I I I I I I I PAGE ONE SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 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 GC7.15.02 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 LIQmDATED DAMAGES (1) Time Time shall be the essence of 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 GC 1.06 of the General Conditions on or before Friday, Octoher 27, 2006. Note: In-water works must be completed within the July I to September 15,2006 time period. 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 therefor. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 2. I I I I I I I I I I I I I I I I I I I (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 GC3.07 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 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 GC7.0 1.09 is defined as an employee of the Contractor. 5. OPS GENERAL CONDITIONS Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as meaning the OPS General Conditions of Contract, September 1999. 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: 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 performed 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. I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CLZOO6-30 3. I I 7. PAYMENTS I Except as herein provided, payments under this Contract will be made in accordance with Section GC8.02.03 of the General Conditions. I I 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 2-1/2%, 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). I The Completion Payment Certificate to include statutory holdback release, will be issued within 120 days after the date for completion as specified under GCl.06. The date for interest due to late payment shall commence following 180 days after the date of completion of the work. I As a condition of the final holdback payment, the Contractor shall provide the required Property Owner's Releases as specified elsewhere, as appropriate. I I The Contractor sball include iu his price for the publication of the Certificate of Substantial Performance. Publicatiou is mandatory whetber Contractor requests Substantial Performauce or not. I 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 ofthe executed Payment Certificates. I 8. UTILITIES I I I Sections GC2.0J and GC7.12 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. 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 ofthis Contract. I 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. I I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 I 4. I 9. HAUL ROADS When so required by the Contract Administrator, payment for maintenance and restoration of haul roads will be made for the materials provided and the work performed as specified, at tender prices, or at negotiated prices. I I 10. DUST CONlROL I 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. I 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. I I The cost of all such preventative measures shall be borne by the Contractor except however where water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and calcium chloride as are authorized by the Contract Administrator to restrict dust to acceptable levels, shall be paid for by the Authority at the contract prices for Application of Water or Application of Calcium Chloride. I I 11. TRAFFIC CONTROL, FLAGGING I Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in OTM Book 7 (Ontario Traffic Manual). I Each flagman shall, while controlling traffic, wear the following: I (i) an approved fluorescent blaze orange or fluorescent red safety vest, and I (ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and (iii) an approved fluorescent blaze orange or fluorescent red hat. I 12. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS I In accordance with Section GC7.06 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, etc., required on the work. I I I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 5. I I Traffic controls shall be provided in general accordance with the latest edition of the "Manual of Uniform Traffic Control Devices", Division 5 I 13. MAINTENANCE OF TRAFFIC I The Contractor shall close the road at each of the structures to through traffic throughout the construction period or until such time as the Contract Administrator may decide that the structure may be re-opened to traffic. I I . Vannest Road Bridge - Six (6) weeks . Colwill Bridge - Four (4) weeks . Concession Road 8 Bridge - Four (4) weeks. I Traffic will be detoured around the site utilizing existing roads. The Authority will maintain the detour roads. Advanced detour signs for detouring through traffic movements around the construction site shall be supplied, erected and maintained by the Contractor as directed by the Contract Administrator. All detour signs, delineators, barricades, lights, temporary snow fence, sand bags, etc, and as required under Section GC7.06 of the General Conditions shall be supplied, erected and maintained by the Contractor for the duration of his operations under this Contract. The Contractor shall completely enclose, using snow fence and lights, the sites throughout this closure period. The Contractor is advised that a minimum of six (6) advanced warning signs are required. I I Temporary access to the residence north of the Vannest Road bridge site will be through an existing unopened right-of-way which provides access to Concession Road 7. This road requires some initial preparation and ongoing maintenance. The Owner will regrade this part of the access road and maintain it throughout the construction period. I I It is the responsibility of the Contractor to visit the sites 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. I No claims for delays due to traffic will be considered for compensation. I The Contractor shall be responsible for all signing at the contract limits and within the contract limits. The Contractor shall ensure the singing 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. I I It is the Contractor's responsibility to advertise all road closures in local newspapers a minimum of one week in advance of such closure. The newspaper advertisement shall indicate the date of closing of the roadway and the length of time for which the road will be closed. This advertising is in addition to the notification required for Police, Fire, Hospital and Ambulance as indicated above. I I The Contractor shall be responsible for all detour signing outside the contract limits. I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 6. I I I I I I I I I I I I I I I I I I I 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 responsibility of the Contractor 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 A separate field office for the Contract Administrator will not be required on this Contract. The Contractor shall, however, permit the Contract Administrator to make use ofms office accommodation and other facilities as required, and at no extra cost to the Authority. 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 by Re-Use, 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 1800, OPSF 180-1, OPSF 180-2, OPSF 180-3, OPSF 180-4 and OPSF 180-5 for use where appropriate with respect to disposal of excess material. I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 7. I I 17. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES I In accordance with the requirements of Section ISa( I) 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 Identified on this Site Location Substance Acrylonitrile No Arsenic No Asbestos No Benzene No Coke Oven Emissions No Ethylene Oxide No Isocynates No Lead No Mercury No Silica No Vinyl Chloride No I I I I I I I It is the responsibility of the Contractor to ensure that all sub-contractors performing 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. I 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. I I 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 lAS, 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. I In the event that the Ministry of the Environment has concerns with any proposed disposal location, further notification shall be provided until the Ministry of the Environment's concerns have been addressed. I All costs associated with the removal and disposition of Designated Substances herein identified, shall be deemed to be included in the appropriate tender items. I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 8. I I I I I I I I I I I I I I I I I I I Should a Designated Substance not herein identified be encountered in the work, then management of such substance shall be treated as Extra Work. The requirements of Section GC4.03 ofthe General Conditions ofthe Contract shall apply. 18. WORKPLACE HAZARDOUS MATERIAL INFORMA nON SYSTEM (WHMIS) 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. 1980. 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. This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills or discharges. 20. PROTECTION OF WATER QUALITY At all times, the Contractor shall maintain existing stream flows and shall control all construction work so as not to allow sediment or other deleterious materials to enter streams. No waste or surplus organic material including topsoil is to be stored or disposed of within 30 metres of any watercourses. Run-off from excavation piles will not be permitted to drain directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 9. I I the watercourse. Where this measure is not sufficient or feasible to control sediment entering the watercourses, sedimentation traps or geotextile coverage will be required. I If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto vegetated areas a minimum of 30 metres from the watercourses and not pumped directly into the watercourses. I No machinery shall enter the creek bed of any watercourse. Movement of construction equipment in the vicinity of any creeks shall be limited to the minimum required for construction. I The Contractor shall not carry out equipment maintenance or refuelling or store fuel containers within 100 metres of any watercourse. The Contractor shall not stockpile construction debris or empty fuel/pesticide containers within the Contract limits. I 21. ENVIRONMENTAL PROTECTION PLAN I I The Contractor's attention is drawn to the following environmental protection requirements, which will impact construction activities within or in close proximity to any water body. These measures are in addition or complimentary to the works included for erosion and sediment control under other items in the Tender. I Sediment and erosion control items included in this contract shall be implemented prior to any other construction in the vicinity of the creek, in order to prevent any sediment from entering the watercourse (including soil from exposed banks) and to prevent any downstream transport of resuspended sediment. All disturbed areas shall be stabilized upon completion of works or attainment of final grades. I I Temporary erosion and sedimentation works should be maintained until vegetation has been re- established to a sufficient degree so as to provide adequate protection to disturbed work areas. I All sediment traps, check dams and silt fence will be cleaned, as a minimum, when they are 50% filled. Maintenance of these devices is essential. Lack of co-operation on the part of the Contractor will be considered as a major violation to the Plan and the Contract and will result in a shut down of the project operations until maintenance is performed to the Contract Administrator's satisfaction. I I All disturbed areas shall be topsoiled (if necessary) and revegetated immediately after final grading is completed. I Construction procedures and handling/storage oftoxic materials shall conform to Ontario Ministry of the Environment regulations. I Stockpile or spoil materials necessary for road construction and the construction of the proposed bridge shall be prevented from entering the creek. No grading or concrete pours shall occur over or close to the water without adequate barrier measures in place beforehand. The Contractor shall advise the Contract Administrator in advance of placement of any stockpiled material so that the Engineer can determine what protective measure, if any, are necessary. I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CLZOO6-30 I 10. I Any in-water works (i.e. channel cofferdams" pumping, etc.) will only be permitted during the period from July 1 to September 15. I All activities, including maintenance procedures, must be controlled to prevent the entry of petroleum product, silt, debris, rubble, concrete or other deleterious substances into the watercourse. Vehicular refuelling and maintenance, including the storage of fuel containers, must be conducted 30 m away from the watercourse banks. I I Maintenance of all proposed vegetation, once established, will be a critical component of the contract during the guarantee period. All temporary erosion and sediment control structures constructed (except the dewatering trap) will remain in place during this period unless the Engineer requests their removal. Prior to the end of the guarantee period, if all vegetation has established successfully, these measures shall be removed (upon notification by the Contract Administrator) as noted under their particular items in the Special Provisions - Tender Items. I I All dewatering discharges must be directed to the dewatering trap. Materials from the excavation of the trap shall be removed from the site or controlled as the Contract Administrator directs. The Contractor shall be wholly responsible for the adequate design and maintenance of the dewatering system related to the construction of the bridge abutments and wingwalls (i.e., pumps, sheeting, etc.) The design will be subject to the review and approval of the Contract Administrator before any work on these bridge components proceeds. I I Maintain continuous and uninterrupted flow downstream of the construction site. Extreme reduction in stream discharge and water level above and below the site must be avoided. I No machinery shall enter the creek bed of any watercourse. Movement of construction equipment in the vicinity of the creek shall be limited to the minimum required for construction. I All construction work in areas which in the Contract Administrator's opinion may have adverse effects on the watercourse shall be monitored by a designated representative of the Contractor to ensure compliance with the Plan. I All clauses pertaining to the construction/placement of erosion and sediment controls in the Special Provisions-General and the Contract Items, will form an integral part of the project Environmental Protection Plan I I 22. TRAFFIC AND STREET SIGNS I 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 Owner following completion of the work. I Scheduling for sign removal shall be as approved in advance by the Contract Administrator. I Regulatory signs such as "Stop" and "Yield" must be maintained throughout. I I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 11. I I 23. GARBAGE COLLECTION I 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. I 24. ASPHALT MIX DESIGNS I 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. I All costs associated with the provision of approved mix designs shall be borne by the Contractor. I Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix required by this Contract. I I Work which relates to the shop drawings shall not be carried out before the Contract Administrator's review ofthe shop drawings is complete. 25. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES I Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition of the following: I Detailed written procedures addressing the confined space requirements of the Occupational Health and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213/91, shall be clearly posted at the project site and available to all personnel, including the Contractor's workers, Owner staff, Contract Administrator, and Ministry of Labour inspectors. I I 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. I The Contractor shall have personnel trained in rescue procedures readily available on site. I 26. CONFINED SPACE ENTRY I 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. I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 12. I I I I I I I I I I I I I I I I I I I 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. 27. ENTRY ONTO PRIVATE PROPERTY 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. 28. STORAGE AREAS Clause GC3.06.01 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. 29. GENERAL LIABILITY INSURANCE Under GC6.03.02.01, the Owner is the Corporation of the Municipality ofClarington and the Contract Administrator is Totten Sims Hubicki (1997) Limited. 30. CONSTRUCTION LIEN ACT The Contractor shall give the Owner 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 Owner to vacate the lien, the I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 13. I Contractor agrees and shall forthwith pay to the Owner, in addition to their reasonable legal fees therefore, all interest costs and expenses incurred by the Owner 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 Owner under the Contract Documents. I Where any lien claimant asks from the Owner the production for inspection of the Contract Documents or the state of the accounts between the Owner 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 Owner should so choose, from monies otherwise payable to the Contractor under the terms of the Contract Documents. I I I 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 Owner from reasonable legal fees incurred in appearing on such an application and in addition agrees to pay to the Owner 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 Owner as stated herein may be properly deductible from monies otherwise payable to the Contractor under the terms of the Contract Documents. I I I I I I I I I I I I SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2006-30 14. I I I I I I I I I I I I I I I I I I I 31. PROPERTY OWNER'S RELEASE OF PRIV ATEL Y OWNED LAND USED BY THE CONTRACTOR Upon completion of the Contract, the Contractor shall provide the Owner (Municipality) 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 Municipality of Clarington 40 Temperance Street Bowmanville, Ontario. LlC 3A6 Re: Contract No. CL2006-30 Dear Sir: I hereby certify that (Name of Contractor) have fulfilled the terms of our agreement and have left my property in a satisfactory condition. I have accepted their final payment and release (Name of Contractor) and the Corporation of the Municipality of Clarington from further obligations. (Name of Municipality/Owner) 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 Owner (Municipality). I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 SPECIAL PROVISIONS - TENDER ITEMS p/12-29495/Specs/21708.doc I I I I I I I I I I PAGE ONE SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 SITE PREPARATION - ITEM NOS. AI, BI, CI Under these items and for the contract prices, the contractor shall supply all labour, equipment and materials required to complete the following works in accordance with the contract drawings and to the satisfaction of the contract Administrator: I. Clearing and grubbing all trees, stumps and brush to accommodate removal of the existing structure, construction of the new structure, stream improvements and roadway embankments within the right- of-way; 2. Removing and disposing of all obstacles ofthe nature of guide rail and posts, rubble boulders, timbers, etc., not specifically provided for under other tender items, to accommodate construction of the new structure, backfilling, rock protection and approaches; 3. Clean-up and all incidental work not included in specific tender items. All brush, logs, stumps and other debris resulting from the contractor's operations under this item shall be disposed of by the contractor off site at a location to be arranged by the contractor at no additional cost to the Owner and to the satisfaction of the contract Administrator. Burning of trees, brush and other debris will not be permitted within the limits ofthe contract. , In addition to the work required herein and further described under OPSS 201, the contractor shall remove and dispose of all boulders within the limits of the required clearing and grubbing operation. All boulders encountered under these operations shall be disposed of away from the site at no additional cost to the Owner. I I Any damage caused by the contractor's operations to the surrounding property shall be repaired by the contractor at no additional cost to the Owner and the contract Administrator. I All removals from the site shall remain the property of the contractor to be disposed of by the contractor off the limits of the contract, at a location arranged for by the contractor at his own expense and to the satisfaction ofthe contract Administrator. When hauling rubble, excavated material or fill materials from or to the site, the contractor shall comply with the requirements of the Highway Traffic Act. I I I I I I Suitable excavated earth material shall be used as fill material for the roadway and embankment construction to the extent as shown on the drawings. The contractor shall be responsible for making all necessary arrangements to secure areas for stockpiling surplus excavated materials, at his own expense, and to the satisfaction of the Department of Fisheries and Oceans, and the contract Administrator. Materials excavated under this item which are surplus to or unsuitable for the fill requirements shall be disposed of by the contractor at his own expense, and to the satisfaction of the contract Administrator. All trees, sbrubs and other vegetation as designated by the contract Administrator to be saved shall be carefully protected from danger or injury, during all construction operations by means of a snow fence at the dripline of the trees or as directed by the contract Administrator. The contractor may be required to cut only certain selected trees on certain areas, leaving the rest of the trees in the indicated areas unharmed. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 2. The price tendered for this item shall be compensation in full for all work associated with this item. Work under this item shall not commence without prior approval in writing from the contract Administrator. UNW ATERlNG AND SILTATION CONTROL -ITEM NOS. A2, B2, C2 Under these items and for the contract prices, the contractor shall carry out all work, as outlined in OPSS 902, to ensure that all concrete and granular material are placed in the dry. Discharge points of all pumps utilized in unwatering the work and removing sediments from the sediment traps shall be located away from the watercourse to permit the natural filtration of the sediments by the soil and vegetation, as directed by the contract Administrator. The contractor shall submit six (6) copies of his detailed drawings and specifications for his proposed method of unwatering for the contract Administrator's review. The contractor shall be wholly responsible for the adequacy of his method ofunwatering. The contractor is advised that all unwatering schemes shall be subject to the approval of the Central Lake Ontario Conservation Authority, the Ganaraska Region Conservation Authority, the Municipality of Clarington and the contract Administrator. In particular, the following work will be required: I. Supply all labour, materials and equipment to construct the temporary cofferdams, including the dewatering system and sheet piling as shown on the drawings and as directed by the contract Administrator. Sediment control barriers (cofferdams) shall be installed to isolate the work zone from the stream at the site prior to commencement of the construction and remain in place until the work is completed. The sheet piling shall be cut off as indicated on the drawings prior to installing precast concrete bridge units. 2. Supply all labour, materials and equipment to construct the temporary sediment traps, silt curtains and silt fence barriers as shown on the drawings and as directed by the contract Administrator 3. The contractor will be required to maintain the existing stream flows and shall control all construction work so as to not allow sediment or other deleterious materials to enter streams. No waste or surplus organic material, including topsoil is to be stored or disposed of within 30 metres of any watercourse. Run-off from excavations will not be permitted to drain directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from the watercourse. Where this is not sufficient or feasible to control sediment entering the watercourse, sediment traps or geotextile coverage will be required. If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto vegetative areas a minimum of30 metres from the watercourse and not pumped directly into the watercourse. 4. Sediment traps shall be installed along the streambanks and the accumulated sediments shall be pumped out, as required and prior to removal of the traps, as directed by the contract Administrator. 5. Silt fences shall be installed up the streambank at the downstream limit of the work and at the ends of I I I I I I I I I I I I i I I I I I I I I I I D I I I I I I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 3. the sediment traps as directed by the contract Administrator 6. The use of heavy machinery in the creek bed shall be minimized. 7. Any stockpiled materials shall be stored and stabilized away from the water. 8. Vehicle and equipment re-fuelling and/or maintenance shall be conducted away from the water. 9. The contractor shall have on-site, at all times, an appropriate spills management plan in place, including spill control and absorbent materials and instructions regarding their use to facilitate rapid clean-up should a spill occur. 10. Any part ofa vehicle and/or equipment entering the water shall be free of fluid leaks and externally Cleaned/degreased to prevent any deleterious substance from entering the water. II. Only clean material free of fine particulate matter shall be placed in the water. 12. All sediment and erosion control measures shall be inspected daily to ensure that they are functioning properly and are maintained and/or upgraded as required. 13. If the sediment and erosion control measures are not functioning properly, no further work shall occur until the sediment and/or erosion control problem is addressed. 14. All disturbed areas of the work site shall be stabilized and re-vegetated as required. 15. Sediment and erosion control measures shall be left in place until all areas of the work site have been stabilized. The contractor shall be required to provide details of measures to be taken to minimize siltation of the streambed during construction to the satisfaction of the contract Administrator, Central Lake Ontario Conservation Authority and Ganaraska Region Conservation Authority. The contractor shall be wholly responsible for the adequacy of his method of minimizing siltation. Issuance of work permits by tbe Central Lake Ontario Conservation Authority and the Ganaraska Region Conservation Authority will be subject to the receipt of satisfactory unwatering and sediment control schemes, as formally submitted by the contractor. REMOVAL AND DISPOSAL OF EXISTING STRUCTURE - ITEM NOS. AJ, B3, C3 Under these items and for the contract prices, the contractor shall demolish and completely remove a portion of the existing structures to the limits shown on the drawings, including sawcutting at the limits of removal, and shall perform all necessary excavation, unless provided otherwise in the tender, to accommodate construction of the new structure, including backfill, frost tapers and rock protection, as directed by the contract Administrator. Any over excavation shall be backfilled with approved materials and compacted, at the contractor's expense and as directed by the contract Administrator. Removals shall be conducted carefuUy to ensure that debris does not enter any portion ofthe watercourse cross-section containing flow. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 4. Under these items and for the contract prices, the contractor shall perform all necessary excavation and/or fill required for the channel improvements, as shown on the drawings and as required to provide proper hydraulic flow conditions at the site to the satisfaction of the contract Administrator. Under these items and for the contract prices, the contractor shall also carry out all removals not provided for under other items of this contract. All removals from the existing structure, except as specifically noted, shall remain the property of the contractor to be disposed of by the contractor off the limits of the contract, at a location arranged for by the contractor at his own expense and to the satisfaction of the contract Administrator. When hauling rubble, excavated materials or fill from or to the site, the contractor shan comply with the requirements of the Highway Traffic Act. B lasting will not be permitted for any work under these items. Work under these items shall not commence without prior approval in writing from the contract Administrator. The contractor is advised that removal of the existing bridges should not occur during the known nesting period of migratory birds in the area. Use of netting on the sides of the structure to prevent nesting is acceptable. EARTH EXCAVATION (GRADING) - ITEM NOS. A4, 84, C4 Under these items and for the contract unit prices, the contractor shall provide an labour, materials and equipment required to complete the excavation of materials for the construction of frost tapers, earth cuts and fills, approaches, ditching and all other excavation not specifically provided for elsewhere in the contract. The foregoing requirements including the sawcutting of asphalt and all removal and disposal of asphalt from roads and entrances. The roadway embankment slopes and surrounding areas shan, upon completion of the work, be graded and trimmed in a manner satisfactory to the Authority and contract Administrator. Materials excavated under this item which are surplus to or unsuitable for the fill requirements shan be disposed of by the contractor outside the right-of-way at his own expense. The vertical grading tolerances for the fiuished subgrade shan be * 30 mm. The horizontal grading tolerances for the finished excavation and fill shall be 0.3 In. For payment purposes, the volume of material excavated in sub-excavation, if required, or over excavations where ordered by the contract Administrator, shall be determined on the basis of three rectilinear dimensions measured as follows: (a) Length and width of excavation to nearest 300 mm. (b) Depth of excavation to the nearest 30 mm. No additional payment shall be made for placing of acceptable excavated material in the fill areas. No granular materials shall be placed on the sub-grade until the sub-grade has been compacted to 95% Standard Proctor Density, and approved by the contract Administrator. I I I I g I I J I I I I I- I I I I I I I I I I I I I I I I 'I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 5. If, in the opinion of the contract Administrator, water is required to attain the required fill density as specified in OPSS 50 I, the contractor shall supply such quantities as the contract Administrator may direct and apply the water from equipment approved for that purpose. Payment for this work shall be in accordance with the applicable item. All disposal sites must be approved by the Owner, prior to placement of disposed material. EARTH EXCAVATION FOR STRUCTURE - ITEM NOS. AS, B5, C5 Under these items and for the contract unit prices the contractor shall excavate earth materials for the abutments and structure foundations at the Vannest Road Bridge; conversion to semi-integral construction at Colwill Bridge and deck replacement and headwall construction at the Concession Road 8 Bridge, as shown on the drawings and as directed by the contract Administrator. Measurement for earth excavation for structure foundations for the Vannest Road Bridge will include only those quantities as measured within the theoretical neat plan dimensions of the footings as shown on the plans. The contract prices for the other applicable structure items included in the tender will be full compensation for all other excavation which may be required for the structure, including excavation necessary for the granular backfill and frost tapers, as shown on the drawings, and as directed by the contract Administrator. CONCRETE IN BRIDGE FOUNDATIONS - ITEM NO. A6 Payment for this item at the contract price shall include the supply of all reinforcing steel, styrofoam, flexcell, expanded polystyrene, elastomer, eva foam, evazote, caulking, asphalt impregnated fibreboard, etc. as required to complete the structure. PRECAST CONCRETE FRAME - ITEM NO. A 7 Under this item and for the contract price, the contractor shall supply all labour, equipment and materials necessary to fabricate, deliver to the site, and install the precast concrete frame sections and appurtenances, all in accordance with the details shown on the drawings. The precast concrete frame sections shall be fabricated, supplied and installed in accordance with the following: I. The design shall conform to the requirements of the Canadian Highway Bridge Design Code, 2000. The bridge units shall be of sufficient strength to support the CHBDC-2000 Design Live Load, plus concrete topping and the 90 mm asphalt wearing surface. 2. The concrete in the precast concrete units shall have a minimum concrete compressive strength of 40 MFa at 28 days. 3. Materials shall comply with OPSS 1350, reinforcing steel with OPSS 1440 and formwork with OPSS 919. 4. The precasting operations shall comply with the requirements ofOPSS 909. The placing of SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 6. reinforcing steel shall comply with OPSS 905. 5. All other workmanship not covered in the above shall be in accordance with CSA A251 M-82. 6. The contractor shall submit shop drawings to the contract Administrator for review. Six (6) copies of all drawings shall be submitted, a minimum of three weeks before commencing fabrication, as specified elsewhere in the contract. The shop drawings shall bear the seal and signature of a Professional Engineer who is licensed by the Association of Professional Engineers of Ontario. Installation of the precast concrete frame sections will include the following work, as sbown on the drawings and as directed by the contract Administrator: 1. The supply and placing of the butyl gasket in joints using an approved adhesive. 2. The supply and placing of non-shrink non-metallic bedding grout approved by the contract Administrator to set and fill the joints in the top of the foundation and precast concrete walls of the structure. 3. The supply and placing of cement grout in the joints in the walls and top slab. The grout shall consist of one part Portland Cement and three parts fme aggregate. 4. The supply and placing of reinforcing steel in the precast concrete sections. 5. The supply and installation of all inserts as shown on the drawings. 6. The supply and placing of a Class I non-woven geotextile along the abutment joints between the precast units. PRESTRESSED CONCRETE HOLLOW SLABS - ITEM NO. B7 Under this item and for the contract price, the contractor shall provide for the supply, fabrication, delivery and erection of the precast concrete hollow slabs. All coated and uncoated reinforcing steel, steel angles, etc. embedded in the beams shall be supplied and placed by the prestressed hollow slab manufacturer. The contractor shall prepare shop drawings and submit six (6) sets to the Engineer for approval, as required elsewhere in the specification. Fabrication shall not commence until shop drawings have been reviewed. Prestressing Steel Prestressing steel shall be Low Relaxation seven wire strand, size designation 13, Grade 1860, and shall meet the requirements ofCSA Standard G279 M 1982. Minimum Breaking Strength of Strand Nominal Steel Areas of Strand Nominal Linear Mass 183.7 kN 98.7 mm2 0.775 kg/m I I f I I I I J I .1 I I I I I I I I I I I I I I I I 1/ I' I I I I I ,~ I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 7. Transporting The contractor's attention is drawn to the provisions of the Highway Traffic Act regarding dimensions and weights of vehicles. When it is planned to make delivery by highway transport, the contractor must contact the Ministry of Transportation prior to submitting his bid, to ensure that the hauling operation will comply with the regulations. If delivery cannot be made by highway transport, then some other means of transportation must be arranged and no additional payment will be made for such arrangement. Groot Grout shall consist of high early strength cement, water and admixtures. The cement shall conform with the requirements ofOPSS 1301, the water shall conform with the requirements of OPSS 1302, and the admixtures shall conform with the requirements ofOPSS 1303. The admixtures to be used shall be a Type III admixture together with an expanding agent. These admixtures may be supplied separately or they may be combined in one product. The compressive strength of the grout shall be not less than 20 MPa at 7 days and 40 MPa at 28 days, determined on 50 mm cubes, stored and tested in accordance with ASTM Specification C 10980. All materials shall be supplied by the contractor. Representative samples of the cement and admixtures shall be submitted to the Engineer, for approval, at least 14 days prior to their anticipated use. Subsection 909.05.06 ofOPSS 909, shall be amended by deleting the third paragraph and substituting the following: The maximum water cement ratio of the grout shall be 0.55 and the required amount of admixtures will be determined by the Engineer. Dowels All dowel inserts shall be capable of developing the full strength of the dowels. Bearing Pads Bridge bearing pads shall be plain elastomeric bearings, meeting the material requirements of OPSS 1202, and the structural requirements indicated on the drawings, and in accordance with the manufacturer's recommendations. All bearing pads shall be supplied by the contractor. Alternate types of bearing pads may be used provided they are approved in writing by the Engineer, prior to submission of tenders. Erection Adjacent hollow slabs shall be placed tightly against each other and connected by means of welded plates prior to the installation of the deck topping reinforcement, as shown on the drawings and as directed by the Engineer. The steel plates shall be supplied and installed by the contractor. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 S. Air Content of Concrete Subsection 909.05.01 ofOPSS 909, February 1993, is amended in that concrete shall conform to OPSS 1350, January 1995, except that for prestressed members, Clause 1350.05.02.03 ofOPSS 1350 is deleted and replaced with the following: The air void system in the hardened concrete, when tested in accordance with AS1M C457, Microscopical Determination of Air-Void Content and Parameter of the Air-Void System in Hardened Concrete, shall be: Air Content Percent Spacing Factor Specific Surface 4.0 % 1.0 0.2 mm maximum 25.0 mm-I minimum CONCRETE IN SUBSTRUCTURE- ITEM NO. BS All concrete shall be cured by wet burlap. Payment for this item at the contract price shall include: I. The supply of all reinforcing steel for the bearing seat caps, styrofoam, flexcell, expanded polystyrene, elastomer, eva foam, evazote, caulking, asphalt impregnated fibreboard, etc. as required to complete the structure. 2. The concrete in the bearing seat caps. CONCRETE IN DECK TOPPING - ITEM NOS. AS, B9 CONCRETE IN DECK- ITEM NO. C6 The contractor shall use a mechanical self-propelled deck finishing machine. The concrete shall be deposited and compacted at a rate sufficient to ensure a uniform finish. The method used to deliver concrete to the work shall be such that essentially the same conditions will be produced in the vicinity of concrete placement. The machine and the concrete surface between the points at which the concrete is struck off and the final hand floating is carried out, shall be protected from the wind. All concrete shall be cured by wet burlap. Payment for these items at the contract price shall include: I. The supply of all reinforcing steel for the deck topping at the Vannest Road Bridge and Colwill Bridge and the concrete in the deck at the Concession Road 8 Bridge, styrofoam, flexcell, expanded polystyrene, elastomer, eva foam, evazote, caulking, asphalt impregnated fibreboard, etc. as required to complete the structure. I I I I I 1 I J t I I I I I I I 'I I t I I I I I I I I I I I I I I I' I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 9. 2. The concrete in the deck topping at the Vannest Road Bridge 3. The concrete in the deck topping at Colwill Bridge. 4. The concrete in the deck at the Concession Road 8 Bridge. 5. The supply and placing of the Date and Site Number Figures as directed by the contract Administrator. CONCRETE IN A8UTMENT REFACING - ITEM NO. 810 CONCRETE IN FOOTING REFAClNG - ITEM NO. 811 Payment for this item, at the contract price shall include: a) The supply and installation of all joint filler, flexcell, caulking, expanded polystyrene, PVC waterstop, etc., and similar items as indicated on the drawings, and as required to complete the structure. b) The concrete in the abutment ref acing. c) The concrete in the footing refacing. d) The supply and installation of galvanized welded wire mesh and anchors, as shown on the drawings and as directed by the contract Administrator, except as specified elsewhere. e) The supply of all reinforcing steel for the footing refacing, as shown on the drawings and as directed by the contract Administrator. CONCRETE IN HEADW ALLS- ITEM NO. C7 All concrete shall be cured by wet burlap. Payment for this item at the contract price shall include: I. The supply of all reinforcing steel for the headwalls, styrofoam, flexcell, expanded polystyrene, elastomer, eva foam, evazote, caulking, asphalt impregnated fibreboard, etc. as required to complete the structure. 2. The concrete in the headwalls. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 10. CONCRETE - ITEM NOS. AS, BS, B9, BIO, Bll, C6, C7 Concrete Quantities The following approximate quantities for the tender items listed below are for the contractor's information only: item No. A8 - Concrete in Deck Topping item No. B8 - Concrete in Substructure item No. B9 - Concrete in Deck Topping item No. C6 - Concrete in Deck item No. C7 - Concrete in Headwalls 13m3 2m3 14m3 4m3 3m3 Lump Sum Concrete items Should the estimated quantities of concrete as shown in the tendering information, for any specific lump sum concrete item, differ by more than 5 percent from the theoretical quantities as detennined from the design dimensions of the structure component and where such discrepancy in quantities does not result from a change in design made in accordance with Clause GC 3.11.01 of the General Conditions, then either party to the contract upon the written request of the other, shall as soon as reasonably possible, negotiate upward or downward, the compensation for that portion of the concrete which is in excess of or less than the estimated quantity plus or minus the 5 percent increase or decrease. Where a change in quantity results from a change in design made in accordance with Clause GC 3.11.01 of the General Conditions, then either party to the contract upon the written request to the other, shall as soon as reasonably possible, negotiate a new lump sum price for the tender item in question. Curing of Concrete Clause 904.07.03.05.01 ofOPSS 904 is deleted and replaced with the following: "All unformed and slip formed surfaces shall be cured by burlap and water curing method only". Payment for the above items, whether by square metre or by cubic metre, shall be full compensation for all labour, materials and equipment necessary to cure all concrete with burlap and water in accordance with OPSS 904. Shipping of Concrete Test Cylinders In addition to the requirements of OPSS 904.10, payment for this item will include compensation for shipping concrete test cylinders to the location designated by the contract Administrator. Aggregate Sources Only those sources listed on the Aggregate Sources List for concrete shall be used; sources that are not shown on this list may be accepted by the contract Administrator after samples have been tested and have met the current physical requirements and the alkali reactivity requirements of OPSS 1002. I I I 1 I 'I I I I I I I I I I' I I I i I ! I I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 11. Reinforcing Steel Payment for the above items, whether by lump sum or cubic metre, will include the supply, storage and installation of reinforcing steel, as shown on the drawings. The contractor shall submit shop drawings to the contract Administrator, for review, as required elsewhere in the Specifications. Fabrication shall not commence until the shop drawings have been reviewed GRANULAR BACKFILL TO STRUCTURE - ITEM NOS. A9, BI4 Under these items and for the contract prices, the contractor shall supply, place and compact in accordance with OPSS 501, the Granular 'B' material required for the structure backfill and frost tapers, as shown on the drawings, and as directed by the contract Administrator. The extent of the contract price item for placing granular backfill to the bridges shall be as shown on the drawings. Where, however, the contractor bas excavated beyond these limits, or has failed to place earth fill up to the lower limits, he shall supply, place and compact, to the satisfaction of the contract Administrator, either earth or granular material, whichever the contract Administrator shall direct, as required to fill the resulting excess volume. All costs of supplying and placing such additional material shall be deemed to be included in the contract price. Water shall be applied to the material to assist compaction, as directed by the contract Administrator, and shall also be included in the contract price. The contractor shall not be permitted to use other than hand operated vibratory type compaction equipment for compaction of backfill material within the restricted zone behind all earth retaining structures. Restricted Zone I. At Abutments and Retaining Walls - The area within a plane extending from the base of the back face of the wall, where it contacts the footing, upwards at a slope of 1.5 vertical to I horizontal. 2. At Wingwalls - The area within 1.2 m from the back face of the wall. Hand Operated Vibratory Equipment Hand operated vibratory equipment shall have an energy output no greater than 6.7 kilowatts. GRANULAR 'A' - ITEM NOS. AIO, B15, C9 GRANULAR 'B' - ITEM NOS. All, B16, CIO Under these items and for the contract unit prices, the contractor shall supply, place and compact in accordance with OPSS 501, the granular materials required for the road base and shoulders, as shown on the drawings and as directed by the contract Administrator. Under item No. C9, the shall also place Granular 'B' material over the new deck sections on the Concession Road 8 Bridge, as shown on the drawings and as directed by the contract Administrator. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 12. All granular materials shall be compacted to 100 Percent Standard Proctor Density . Water shall be applied to the materials to assist compaction, as directed by the contract Administrator and shall also be included in the contract unit prices. ARMOUR STONE RETAINING WALL - ITEM NOS. A12, C13 Under these items and for the contract unit prices the contractor shall provide all labour, materials and equipment required to complete the armour stone retaining walls as shown on the drawings and as directed by the contract Administrator. Armour stone material shall be quarried stone, sound limestone or granite. The armour stone shall be "hand picked" by the contract Administrator and the contractor together at the quarry, and marked for delivery to the site. The stones will be selected on the basis of their rectangular cleavage (to facilitate assembly in the desired shape), soundness and size. The armour stones shall be individually placed using large enough equipment to lift and adjust the stones. Under these items and at the contract unit price bids, the contractor shall also supply and install filter stone material as required to backfill the armour stone walls, as shown on the drawings and as directed by the contract Administrator. The filter stone material shall contain stone sufficiently large to block any voids in the joints between the armour stones and these large stones shall be hand placed. The filter stone shall be well graded to include material ranging from 150 - 400 mm in size, which may be randomly placed by machine after the larger voids have been blocked by manual placement of larger stone. Armour stone next to the structures shall be selected, cut, and fitted in a manner as to provide a close fit to the side of the structure, to the complete satisfaction ofthe contract Administrator. Under these items and at the contract unit price bids, the contractor shall also supply and install the Class I non-woven geotextile as shown on the drawings. Joints in the geotextile shall be overlapped a minimum of 600 mm. Payment for this item at the contract price shall include compensation for excavation of all materials required to complete the installation of the armour stone, including bedding as shown on the drawings and as directed by the contract Administrator. If after excavation to the lines and elevations shown on the drawings, the material encountered should prove unacceptable to the contract Administrator, as a foundation, the contractor shall perform additional excavation as directed by the contract Administrator. Quantities for payment will be based on weight slips for armour stone delivered to the site and shall include compensation for selection at the approved quarry, all excavation and disposal of material, supply and placing of the armour stone, bedding and backfill. TOPSOIL (IMPORTED) - ITEM NOS. A13, 820, C16 Under these items and for the contract prices, the contractor shall supply and place imported topsoil over the areas to be sodded to a minimum consolidated depth of 100 mm. The quality of topsoil provided by I I ~ I J I I I I I I I I J I I I I I I I I I I I I I I I I , I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 13. the contractor will be subject to the contract Administrator's approval. Measurement under this item shall be made by the cubic metre. Payment for these items at the contract unit prices shall be full compensation for the supply and placement of the topsoil, all to the satisfaction of the contract Administrator. SEED AND EROSION CONTROL BLANKET - ITEM NOS. A14, B2l, Cl7 The contractor shall be responsible for the care of all completed seed and erosion control blanket for a period of two years. During this period any defective areas shall be repaired and any areas which is dead, shall be removed and replaced by the contractor, at his own expense. Measurement of seed and erosion control blanket shall be in square metres of material acceptably supplied and installed. Payment for these items at the unit price bids shall be payment in full for all labour, equipment and materials to satisfactorily complete the work in accordance with OPSS 572. STEEL TIIRIE BEAM GmDE RAIL - ITEM NOS. A15, B22, CI8 Under these items and for the contract unit prices, the contractor shall supply all labour, equipment and materials to complete the new tbrie beam guide rail on the bridge including posts, anchorages, timber blocking, transition sections, plates, retaining channels etc., as shown on the drawings and as directed by the contract Administrator. The new thrie beam guide rail, guide rail posts, etc. shall be hot-dipped galvanized in accordance with OPSS 911, after fabrication. The contractor shall clean all areas of new steel that have been field welded including the weld metal and adjacent areas, to remove every particle of slag and splatter, and shall paint the entire area with two (2) coats of zinc rich coating approved by the contract Administrator. The quantity of paint to be supplied by the contractor shall be estimated by the contractor. The contractor shall submit shop drawings to the contract Administrator for review as required elsewhere in the Specifications. Fabrication shall not commence until shop drawings have been reviewed. BRIDGE PLAQUES - ITEM NOS. A18, B25, C21 Under these items, the contractor shall supply and install new cast bronze identification plaques, including fastening, as directed by the contract Administrator. The locations ofthe plaques shall be determined on site by the contract Administrator. Bronze bridge plaque fabrication and installation details are indicated on the contract drawings. The supplier of bronze bridge plaques shall be approved in advance of construction by the contract Administrator. Plaques shall conform to the Canada - Rural Municipal Infrastructure fund (COMRIF) program guidelines, and all details shall be approved by the COMRIF joint secretariat and the contract Administrator prior to fabrication. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 14. I I I I I I I I I I , I I I I I I I I Payment for these items at the contract price bid shall be payment in full for all labour, equipment and materials necessary to do the work. COMRIF NOTIFICATION SIGN AND RELOCATION OF COMRIF NOTIFICATION SIGN- ITEM NOS. A19, B26, C22 Under these items, the contractor shall supply all labour, materials and equipment to erect and maintain the COMRlF notification sign on the construction sites during construction. The contractor shall have the sign fabricated in accordance with the Canada - Rural Municipallnfrastructure fund (COMRlF) program guidelines, and all details shall be approved by the COMRlF joint secretariat and the contract Administrator prior to fabrication. The contractor shall construct wood sign support posts 3.6 m long each and two cross braces at the top and bottom of the sign - all lumber shall be (50 mm x 100 mm); install and erect project sign on sign support in location directed by the contract Administrator; maintain sign during construction period, and removal of signs and return to Municipality of Clarington 's works yard after thirty day period following construction. Erect the sign at the Part 'B' site and relocate it to the Parts' A' and 'C' sites as directed by the Contract Administrator. The sign shall be repositioned only once for each location. The sign shall be 120 cm high by 240 cm wide. Payment for these items at the contract price bid shall be payment in full for all labour, equipment and materials necessary to do the work. ROCK PROTECTION - ITEM NO. A20 The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the Contract Administrator, and shall consist of providing a protective covering of approved rock, between the existing and new abutments at the Vannest Road Bridge and in front of the armour stone walls as shown on the Drawings for Part A. The Contractor shall supply all materials for this Item. Rock shall be an imported quarry or field stone material; the quality of the rock shall be reviewed by the Contract Administrator. Rock subject to marked deterioration by water or weather will not be accepted. Rock shall fulfill the gradation requirements of RTAC Class I as follows: RTAC Class I: Gradation Limits for Rock Protection Minus 450 mm Minus 350 mm Minus 300 mm Minus 200 mm Maximum Allowable Maximum Allowable Maximum Allowable 130 kg 70 kg 40 kg 10 kg Placing shall be done in such a manner that the surface of the finished rock protection shall have a uniform appearance and be without segregation. The rock protection shall be placed on the streambanks and approach embankments as shown on the Drawings. I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 15. The Contract price for the rock protection shall constitute full compensation for the supply of the rock, the supply and placing of a geotextile filter fabric, any excavation or trimming required for the bedding of the rock, the hauling and placing of the rock, and all items incidental to the completion of the work in accordance with the Specifications. Geotextile will be considered as a integral part of this item. The geotextile for the rock protection shall conform to OPSS 1860 and shall be Class II non-woven type with a fibre opening size (F.O.S) of 50 IJ.l11 and 3 mm thick. The geotextile shall be free of folds and wrinkles. The geotextile shall be joined so that the material laps a minimum of500 mm and shall be pinned together or as directed by the manufacturer's instructions. Alternatively, the geotextile shall be joined to conform to the seam requirements ofOPSS 1860. RlVER RUN STONE - ITEM NO. A2l The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the Contract Administrator, and shall consist of supplying and placing a protective covering of approved river run stone over the rock protection and through the culvert, to the limits shown on the Drawings and as directed by the Contract Administrator. The Contractor shall supply all materials for this Item. The river run stone protection shall be sound material, of a natural, rounded shape and clear of all fines. The quality of the stone shall be approved by the Contract Administrator. Rock subject to marked deterioration by water or weather will not be accepted. Stone shall satisfy the gradation requirements as follows: Gradation Limits for Stone Protection Maximum Allowable Maximum Allowable Maximum Allowable Minus 150 mm Minus 100 mm Minus 50 mm Minus 25 mm 95% 50% 30% 0% Placing shall be carried out in such a manner that the surface of the finished stone protection shall have a uniform plane\f1at appearance, and be without segregation and the top surface shall be flush with the streambed and shall extend for the limits as indicated on the Drawings or directed by the Contract Administrator. The stone protection shall be 150 mm minimum thickness over the rock protection within the watercourse and shall extend along the watercourse, as indicated on the Drawings. The Contract prices for the river run stone protection shall constitute full compensation for the supply of the rock, any excavation or trimming required, the hauling and placing of rock and all items incidental to the completion of the work in accordance with the Specifications. PLANT MATERIAL - ITEMS NO. A22 This work shall consist of furnishing all labour and materials to supply, install and maintain the shrubs. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 16. Contractor shall schedule his operations so that the planting is done in the fall of 2006 around the limits of the annour stone walls. Mulch shall be a shredded bark mulch of various sizes. Mulch shall be free of any deleterious materials or diseased wood. Apply anti-desiccant spray to all plant material prior to being transported. The Contractor hereby warrants that plant material installed under this specification section will remain free of defects for 2 full growth seasons. The Contractor will be responsible for warranty of plant material and this warranty will not be conditional. An end-of-warranty inspection will be conducted. During the warranty period, any plant material that has died or failed to grow satisfactorily will be removed within two weeks of written notification by the Engineer. Replace plant material in the spring or fall planting season as directed by the Engineer. Mulch should have varying particle size. Contractor shall water plant material as required at own expense. All plant material shall be watered immediately after planting. All plant material shall comply with standards outlined in the guide Specification for Nursery Stock, Third Edition (April 1984) of Canadian Nursery Trades Association referring to size and development of plant material and root ball. Plant material is to be sized by measuring plants when their branches are in their natural position. Height and spread dimensions refer to main body of tree or shrub. These dimensions should not be taken from branch tip to branch tip. All trees and shrubs are to conform to No. I grade only. Stake out location of trees and planting beds as per Contract Drawings. Make necessary adjustments in layout. Obtain approval of all tree and shrub locations in the field from the Contract Administrator prior to excavating and/or planting any material. At the end of the two-year warranty period, the Contract Administrator will conduct a final inspection of all shrubs including any replacements made during the warranty period. The Contractor shall ensure the following: · All replacement obligations have been completed, as identified by the Contract Administrator. . All plant material will be exhibiting healthy growth, free of diseases and/or insect infestations. During the warranty period, remove from the site any plant material that has died or failed to grow satisfactorily as determined by the Contract Administrator. Replace this plant material immediately with plant material of the same size species as originally specified. Measurement for payment will be by each plant installed. I I I I I I I I I I , I J I I I I I I I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 17. 150 IBID DIA. PERFORATED CSP SUBDRAIN WITH FILTER - ITEM NO. B6 Under this item and for the contract unit price the contractor shall supply all materials, labour and equipment to complete the subdrains, including any fittings, couplings, bends, and caps, filter cloth, crushed stone, geotextile, rodent grates, etc., as directed by the Engineer. Subdrains shall be CSP pipe, 1.3 mm gauge, PO. Filter cloth wrapping shall conform to the requirements ofOPSS 1860 Class I. Under this item and for the contract unit price, the contractor shall also supply all materials, labour and equipment to core drill through the concrete wingwalls and grout in pipe inserts in accordance with OPSD 3102.100, as shown on the drawings and as directed by the Engineer. SPALL REPAIR-TYPE 'A'-ITEMNO. 812,Cll The contractor shall supply all equipment, labour and materials to remove the spalled and deteriorated concrete surfaces on the concrete deck soffit, abutment walls and wingwalls, except as specifically noted under other items of the tender, as shown on the contract drawings sod as directed by the contract Administrator. Payment at the contract unit price shall include the following work as directed by the contract Administrator: a.) The removal and disposal of all loose and deteriorated concrete and the conditioning of the existing concrete surfaces, to which the Sikatop 123 Plus Gel Mortar shall be attached or placed, by the hand chipping and abrasive cleaning to sound surfaces. The areas from which unsound concrete shall be removed will be designated by the contract Administrator. b.) Cleaning the exposed reinforcing bars of all scale and corrosion deposits. Care shall be taken not to damage, cut or loosen reinforcing bars. Chipping shall extend along the reinforcing bars to the point where the exposed bars are rust free. Concrete covering, reinforcing bars at edges of spalls shall be sounded for local delamination before chipping is completed. c.) Priming the concrete surfaces with a thin, even coating of the liquid component of the Sikatop 123 Plus Gel Mortar. The priming coat shall be applied to a damp surface and shall be brushed onto the existing concrete surface immediately before the Repair Mortar is applied. Any area of prime coat which is allowed to dry before the Repair Mortar is placed shall be removed by mechanical means and a fresh prime coat applied. d.) The supply and application of the Sikatop 123 Plus Gel Mortar, or approved equal, in 13 mm maximum thickness layers to the spalled concrete surfaces in accordance with the manufacturer's recommendations. The Sikatop 123 Plus Gel Mortar shall be used within its pot life as recommended by the manufacturer, and during this time the mortar shall be continuously remixed. Tempering of the mortar with thinning solvent will not be permitted. Measurement for payment shall be made on the basis of the number of litres of the Sikatop 123 Plus Gel Mortar obtained after mixing Components A and B, and incorporated in the restoration of the concrete surfaces, as directed by the contract Administrator. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 18. SPALL REPAIR - TYPE 'B' - ITEM NO. B13, C12 Under this item and for the contract unit price, the contractor shall supply all equipment, labour and materials to remove the spalled and deteriorated concrete on the concrete abutment walls and wingwalls to sound concrete and to restore to their to original dimensions with 30 MPa concrete, as shown on the drawings, and as directed by the contract Administrator. Payment at the contract price shall include the following work as directed by the Engineer: a) Sawcutting around the deteriorated area and the removal and disposal of all loose and deteriorated concrete to sound surfaces by handchipping and abrasive blast cleaning to a minimum depth of 75 mm. The area from which unsound concrete shall be removed will be desigoated by the Engineer. b) Cleaning the exposed reinforcing bars of all scale and corrosion deposits. Care shall be taken not to damage, cut or loosen reinforcing bars. Chipping shall extend along the reinforcing bars to the point where the exposed bars are rust free. Concrete covering reinforcing bars at edges of spalls shall be sounded for local delaminations before chipping is completed. c) Core drilling into the existing concrete piers and grouting in dowels as shown on the drawings. Dowels shall be supplied under this item. Grout shall be the Hilti HITHY-150 Adhesive System, or approved equal, and shall be used in accordance with the manufacturer's recommendations and as directed by the Engineer. d) The supply and installation ofthe welded wire mesh reinforcement as required to complete the restoration of the abutment face. e) Priming the concrete surfaces with a neat cement paste prior to placing new concrete in accordance with OPSS 904. f) The supply, forming and placing of concrete. All concrete for the restoration of the concrete abutment face shall be 30 MPa class concrete with a 13.2 mm nominal aggregate size. Any voids remaining after placement of the concrete shall be filled to original dimensions with Sikatop 123 Plus Gel Mortar or approved equaL The Sikatop 123 Plus Gel Mortar shall be supplied and applied in accordance with the manufacturer's recommendations. Measurement for payment will be made at the unit price bid per cubic metre of concrete repaired and shall be full compensation for all work required herein. HOT MIX HL 8 - ITEM NO. B18, C14 HOT MIX HL 3 - ITEM NO. 819, CIS The Contractor shall supply all materials required for the proper execution of paving in accordance with OPS 310. Payment shall be made under these Iterns for the supply, placing and compacting of the asphalt on the road approaches and structures where shown on the drawings. Asphalt shall be PGAC 58-28 with a minimum Marshall Stability of 8900 for the H.L.-3 and 8000 for the H.L.-8. I I I I I I I I I I I I ) I , I I I I I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-JO 19. All asphalt pavement materials shall be supplied by MTO approved sources, in accordance with OPSS 310, 1003 and 1150 (latest revisions thereof). MarshalVextractionldensity 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 contract administration, paving project sizes, Quality ControVQuantity 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 current testing methods do not enable ongoing monitoring (and therefore corrective 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 corrective action" based on notification oflaboratOl)' test results shall be deleted and the product deemed unacceptable, i.e., OPSS D310.08.04.02 which permits air voids beyond acceptable limits, provided the contractor takes "immediate corrective action" shall not apply. Unacceptable work shall 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. prior to placing surface asphalt, base asphalt shall be swept clean of all dirt, debris and dust. Areas of base asphalt shall be removed and replaced as directed, using a vertical sawcut at all perimeters. The use of a Geo-Grid or approved equivalent may also be directed by the Municipality. Low areas shall be padded to ensure a surface mat of uniform thickness. Each manhole is to be precisely raised to final grade, and verified by the Developer's Consulting Engineer and Municipal staff. Tack coat shall be applied just prior to surface paving operations and shall be allowed to dry until it is in a proper condition of tackiness. The length of roadway prepared shall be limited to the immediate paving section, to reduce tracking. It shall be evenly applied at the rate ofO.4litreslsq. m taking care not to spray curbs, sidewalks or any other adjacent surfaces. Driveway paving 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. H.L.-3A (H.L.-3F) will not be permitted, except in special cases with the approval of the Director. Crowning or rounding of the limestone will not be permitted. materials testing may be required for driveway apron gravel and asphalt, as directed. Sampling: 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 Soil Eng., Bowmanville. The Contractor will be responsible for providing three (3) samples for Quality Assurance (QA) at random locations throughout the site. At each location the Contractor shall take: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2006-30 20. 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. A pre-pave site meeting will be conducted to review testing procedures with the Contractor, the paving Sub-Contractor, the Contract Administrator and the Geotechnical Sub-Consultant for the project. DOWELS INTO CONCRETE (pROVISIONAL ITEM) - ITEM NO. C8 The contractor shall supply all equipment, labour and materials to drill into the existing concrete deck and abutment walls and grout in dowels as shown on the drawings. Reinforcing steel bars shall be supplied under this item. Grout shall be the Hilti HIT HY-150 Adhesive System, or approved equal, and shall be used in accordance with the manufacturer's recommendations and as directed by the contract Administrator. The holes shall be pre-darnpened for a period of one hour and free water shall be removed prior to application of the grout. The holes shall be free of dust and debris immediately prior to placement of the anchoring agent. When the anchoring agent fails to fill the hole after insertion of the dowel, additional anchoring agent shall be added to fill the hole. Holes that are started but not complete because reinforcing steel is encountered shall be cleaned and filled with an approved patching material. All debris resulting from the operation shall be disposed of as specified elsewhere in the contract. Where dowels are inserted into horizontal or inclined holes in a vertical face, the contractor shall maintain dowels in position during setting of the anchoring agent and shall prevent the loss of anchoring agent from the holes. LIGHT DUTY SILT FENCE - ITEM NO. D2 The Contractor shall be paid for his erosion control operations on the basis of the unit price including all maintenance necessary to keep the measures operative. The unit price bid shall include for removal of silt fencing. The Contractor Administrator will provide direction and approval on location, clean-out and removal requirements. All disturbed surface areas must be stabilized prior to removals. I I I I I I i I I I I' I I I I I I I I I I I I I I I I I I I I I I I I, I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 STANDARD DRAWINGS I I I I I I I I I I I I I I I I I I I STANDARD NO. OPSD 219.Ql 219.110 219.220 220.Ql 221.020 912.140 922.510 SS 10.20 3101.150 Location Plan PAGE ONE STANDARD DRAWINGS CONTRACT NO. CL2006-30 DESCRIPTION EROSION CONTROL BLANKETS LIGHT DUTY SILT FENCE BARRIER EXCAVATED SEDIMENT TRAP BARRIER FOR TREE PROTECTION PUMPING AND PIPING GUIDE RAIL SYSTEM, STEEL BEAM, WOOD POST ASSEMBLY, INSTALLATION - SINGLE RAIL ENERGY ATTENUATOR, END TREATMENT EXTRUDER ASSEMBLY THRIE BEAM GUIDERAIL GRANULAR BACKFILL TO ABUTMENTS TEMPORARY ACCESS I I I I I I I I I I I I I I I I I I I .... .... ., ., .><.><., C:C:.J::J o 0 ]J1i1) .,., c: 0 "tl .., - ii: OJ 'j:g t! EE" z - EEIlO -\- 0 0 .. .ON.::.c \- .., 0 '" c: Q)N......O . L. ]i &00 o+"..... tJ'II .3...... 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I 0 (f) I- LaJ ~ Z ~ m ..J o ~ I- Z o o z o - CI) o 0:: ~ Area under construction ~ ~,~- . . - ... PERSPECTIVE VIEW Area under construction Direction of flow =:> Iveo under protection SECTION VIEW Silt fence barrier ;..... '7 Ar+ . I 2.3m max, I Al+ Direction of flow n A ~~ . I // /"""T Typ ~ . Main run PlAN OF SILT FENCE BARRIER 1 Stake Geotextile Direction of flow c E E E o ~ Trench to be I ~~~kfilled and ~mpacted Earth surface =:> o o N / / JOOmm min of geotextile in trench o o '" SECTION A-A NOTE: A All dimensions ore in millimetres or metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING LIGHT DUTY SILT FENCE BARRIER Dote OPSD 219.110 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Direction of flow =:;> r- Temporary rock flow check / OPSD-219.211 B -' on ci -j B Excavated basin PlAN VIEW Ditch invert I 1~ 0.5 ~ l=20m mox Direction of flow =:;> Excavated basin Temporary rock flow check OPSD-219.211 SECTION B-B """"~"""""".,. 1~'~ ~ 0.5 ;:;:: 0.5L SECTION A-A NOTES: A Ditch cross section upstreom or downstream of sediment trap may be flat bottom or V shaped. B All dimensions ore in millimetres or metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING EXCAVATED SEDIMENT TRAP Dote OPSD - 219.220 Limit of grading 1.5m Note 2 r-- Dripline Note 1 I I <1""<1""<:""'1"',1'>,., ("<I"" ) ((" /~ Tree or \\ 0:. woodlot ~ "\ ~.f~ 4". 3..} I .f ~ ~ 4". 4.. 3._~ I ~~ 4..WI~ i I I I I ground Barrier Note 3 I I I' I I I I I I I I I I I I I I I I Typical rural fill secti07 - -... " , , , ------ ................ ......./ ------ ~ ~~ ,-................ ......-'" Typical rural J, '-....--.-' cut section STANDARD PROTECTIVE TREATMENT <1""<1""<:""'1"',1'>,., ("<I"" ) ((" / ~ Tree or \\ 0:. woodlot ..; \ ~.f ">. :Jl ~ 4.. -"..} <f ~ 4.. 4".~ Dripline --1 ~ ~ 4..: Note 1 I WI I I 1.5m I Limit of grading I Note 2 I I I I I I ground I ______,,_,. r;-- .......~ L_..J Typical urban section MINIMUM PROTECTIVE TREATMENT NOTES: 1 Barrier for tree protection to be erected on dripline of designated trees or woodlot edge. Barrier may be erected within dripline to maintain 0 buffer distance of up to 1.5m. 2 A buffer distance of up to 1.5m to be maintained between barrier and limit of grading. 3 Maintoin 0 minimum distance of a.75m between tree trunk and barrier. A All dimensions ore in metres unless otherwise shown. 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[Note 3 1200mm, Note 2 INTEGRAL ABUTMENT .: Subgrade Top of Profile grade "..,'. '"g Frost line Frost taper 10 (f-d) Note 1 Abutment 'Granular backfill ~. ::' to bridge abutment :' ", ,. f l Wall drain Note 4 c' Final surface -----r- f 1- Subdrain. Note 5 .. .' " L Note 3 1200mm, Note 2 NOTES: 1 d = depth of combined base and subbase courses. f = roadbed depth of frost penetration os specified, 2 Dimensions perpendicular to back face of abutment. 3 Height to be consistent with positive drainage of subdrain as specified, 4 Where specified. wall drains shall be installed according to OPSD-3190.100, 5 150mm dia perforated pipe subdrain wrapped with geotextile. A Lateral limits of granular backfill to bridge abutment to be inside face to inside face af retaining wall or wingwall. Frost taper sholl extend the full width of the fill unless interrupted by the retaining wall or wingwall. B Sections shown are parallel to centreline of roadway. C Subdrain to be installed with a 2% gradient behind wall. o All dimensions ore in millimetres unless otherwise shown. ABUTMENT ONTARIO PROVINCIAL STANDARD DRAWING WALLS ABUTMENT, BACKFILL MINIMUM GRANULAR REQUIREMENT Nov 2005 Rev 0 OPSD 3101.150 I """"" . BRIDGE I I I I TEMPORARY ACCESS MUNICIPAL ROAD _ REGIONAL ROAD - ~ WATERCOURSE I I I I I I I I I I Ii i I' ; 1 I , I J I i I ~~ g~ F ~I " VANNEST R REPLAg:~:RIDGE STRUCTURE N NT ~ VH _ 0.00'''' engineers architect TEMPORARY ACCESS Tollen Sims Hubic~i A p.1 ann e r: ssoclales (1997) Limled elate ffi"AA" " Leading the Way CHECKED BY. Pfl.OJECTNo JPANDOFF 12.29497 DESIGNED BY APPRQ\lEDBY 'AA~ SCALE DATE 1 1;12,5Q{1 JUOlE.2006 I I I I I I I I I I I I I I I I I I I I CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 GEOTECHNICAL INVESTIGATION I- I I I I I I- I I I . I I . I . I I I , I , I , I v. A. WOOD ASSOCIATES LIMITED CONSULTING GEOTECHNICAL ENGINEERS 1080 TAPSCOTT ROAD, UNIT 24, SCARBOROUGH, ONTARIO MIX lE7 TELEPHONE: (416) 292-2868 . FAX No: (416) 292-5375 GEOTECHNICAL INVESTIGATION BRIDGES AND CULVERT REPLACEMENT BOWMANVILLE CLARINGTON, ONTARIO Ref No. 4842-6-1 January 2006 Prepared for.' The Municipality of Cia ring ton c/o Totten Sims Hubicki Associates 513 Division Street Cobourg, Ontario K9A 5G6 DISTRiBUTION. (6) Copies - The Municipality ofClarington c/o Totten Sims Hubicki Associates (2) Copies - V.A_ Wood Associates Limited @@ ASSOCIATE OFFICE: VA WOOD (GUElf'H) INC., 405 yOft< -.~, OnIIlIto, N1E 3H:l TB.EPHONE: (519) 7834101 CONTENTS I I I I I I I I I I I I I I I I I I : I II I PafJe 1.01 INTRODUCTiON ..........................................1 2.0 FJELD WORK ............................................. 3 3.0 SUBSURFACE CONDITiONS ................................ 4 4.0 GROUNDWATER CONDITIONS ............................. 12 5.0 DISCUSSIONANDRECOMMENDATiONS................... .13 6.0 STATEMENT OF liMITATiONS .............................. 24 APPENDIX APPENDIX 'A' .......................... Statement of Limitations ENCLOSURES No: BOREHOLE LOCATION PLANS .......................... 1 to 3 BOREHOLE LOGS .................................... 4 to 15 I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 1.0 INTRODUCTION - 1 - VA. Wood Associates Limited was retained by Totten Sims Hubicki Associateson behalf of The Municipality of CIa ring ton to carry out ageotechnical investigation for the replacement of 5 bridges and one culvert in Bowmanville in the Municipality of Clarington, Ontario. Structure B1 is a 7f: metre wide concrete bridge located on Concession Road 7 with a span of about 3.5ci metres crossing a southerly flowing creek The bridge deck is approximately 2.5f: metres above the creek bed. Structure B2, located on Old Scugog Road, is a 7", metre wide bridge with concrete abutments and wingwalls and steel beams. It has a span of about 9f: metres crossing a westerly flowing creek The bridge deck is approximately 3.8f: metres above the creek bed. Structure B3, located on Stephen's Mill Road,' 5ci metre wide bridge with concrete abutments and steel beams. It has a sp If about 9.510 metres crossing a southerly flowing ximately 2.3f: metres above the creek bed. Structure B4, located on Cedar Park Road, is a metre wide bridge with concrete abutments and steel beams. It has a span 01, out 5.5f: metres crossing an easterly flowing tely 2.710 metres above the creek bed. Ref No. 4842-6-1 _ 2 _ Structure B5, located on Vannest Road, is a 5.5010 metre wide bridge with concrete abutments and steel beams. It has a span of about 5.5010 metres crossing a westerly flowing creek in an alluvial valley. The bridge deck is approximately 2.1010 metres above the creek bed. Structure C3 is a culvert located on Concessio oad 6 and is composed of two ovoid- shaped 1.5 m wide and 1 m high corrug {f steel pipes. each about 15010 metres long. The road embankment is about 1010 me It is understood that the work on each of these bridges will involve fUll replacement of the structure and upgrades on the approaches. The purpose of the investigation was to reveal the subsurface conditions and to determine the relevant soil properties for the design and construction of the foundations of the replacement structure, approach embankments and pavements. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 2.0 FIELD WORK -3- The field work was carried out between January 24 and 31, 2006, and consisted of two boreholes at each structure at the locations shown on Enclosures 1 to 3 inclusive. The boreholes were advanced to the sampling depths by means of a power-auger machine, equipped for soil sampling. Standard Penetration tests were carried out at frequent intervals of depth and the results are shown on the Borehole Logs as N-values. The field work was supervised by a soils technician and the soil samples were logged by a soils engineer. All samples were transported to our laboratories for fUrther examination, classification and testing. The ground elevation at each borehole location was referred to a temporary benchmark located at the top of the bridge deck at the centerline of the road at each structure location. All of the benchmarks were given an assumed elevation of 100. OOm. Ref No. 4842-6-1 3.0 SUBSURFACE CONDITIONS -4- Full details of the soils encountered in each borehole are given on the Borehole Logs, Enclosures 4 to 15 inclusive, and the following notes are intended to summarize this data. Structure Bl Both boreholes encountered I!ranular fill 0.6* metre thick. The granular fill was underlain by fill. which extended 10 a depth of 1.4 to 2.1 metres below grade. This fill is comprised mainly of silty sand. Standard Penetration tests in the fill gave N-values of7 to II blows/300mm. and its moisture content was of the order of I8%. Based on the test results, the fill is considered to be in a generally loose condition. The fill was underlain by a deposit of peat. which extended to a depth of 2.5 to 2.9 metres below grade. Standard Penetration tests in this deposit gave N-values of 6 toI5 blows/300mm. and its moisture content was found to range from 28% to more than 60%. Based on the test results, the peat is considered to be in a loose to compact condition. The peat was underlain by a deposit of sand or I!ravellv sand. which extended to a depth I I I I I I I I I I I I I I I I I I I I I I I I I' I. I. I I I I I I I I I I I Ref No. 4842-6-1 - 5 _ of 3.7 to 3.8 metres below grade. This deposit contained sub-rounded gravels and appears to be alluvial in origin. Standard Penetration tests in this deposit gave N-values of 23 to more than 100 blows/300mm, although the very high N-value is likely due to gravel blocking the SPT shoe. The moisture content of this deposit was of the order of 20%. Based on the test results, the sand/gravelly sand is considered to have a compact to dense relative density. The sand/gravelly sand was underlain by a deposit of tine sand. which extended to the maximum depth investigated (i.e.. 7.6 to 9.6 metres below grade). Standard Penetration tests in this deposit gave N-values between 12 and 54 blows/300mm. and its moisture content was found to range between 20 and 22%. Based on the test results, the sand is considered to have a generally compact to very dense relative density. Structure B2 Both boreholes encountered oavement consisting of asphalt 25 to 40 mm thick and granular fill 0.6", metre thick. The pavement was underlain by fill, which extended to a depth of 2.1 to 2.9 metres below Ref No. 4842-6-1 _ 6 _ grade. This fill is comprised mainly of gravelly sand. Standard Penetration tests in the fill gave N-values of5 to 26 blows/300mm. and its moisture content varied between 6 and II%. Based on the test results. the fill is considered to be in a loose to compact condition. The fill was underlain by siltv sand till. which extended to the maximum depth investigated (i.e.. 9.6 metres below grade). This till is comprised of a silty sand matrix which contained traces of fine gravel. Standard Penetration tests in this deposit gave N-values of 16 to more than 100 blows/300mm. and its moisture content was found to range between 8 and 13%. Based on the test results. the sandy silt till is considered to have a compact to very dense relative density. Structure B3 . Both boreholes encountered f!ranular fill 0.630 metr . hich extended to a depth of2.1 to 2.9 metres below sand mixed with silt and gravel. Standard Penetration tests of 4 to 13 blows/300mm. and its moisture content was of the order . of 12%. , i I I I I I I I I I I I I I I I I I I I .. I I I I I I. I. I I I . I I I I . I I Ref No. 4842-6-1 _ 7 _ Based on the test results, the jill is considered to be in a loose to compact condi The jill in Borehole B3-1 was underlain by a deposit of veat. which €Xl ded to a depth of 2.600 metres below grade. Standard Penetration tests in this deposi ave N-values of 6 to 14 blows/300mm, and its moisture content was of the order of 5Q o. Based on the test results, the peat is considered to b n a loose to compact condition. The jill in Borehole 3-2 and the peat in Bor ole 3-1 were underlain by a deposit of c/avev silt till. which extended to the maximu depth investigated (ie., 6.6 to 9.6 metres below grade). This till is comprised of a ayey silt matrix which contained traces of jine gravel. Standard Penetration tests in is deposit gave N-values between 17 and 54 blows/300mm, and its moisture content found to range between 15 and 19%. Based on the tes esults, together with a visual and tactile examination, the clayey silt till is considere to have a very stiff to hard consistency. Structure B4 III O. H metre thick. The granular jill was under. in by fill. which extended to a depth of 1.4 to 2.1 metres below Ref No. 4842-6-1 _ 8- grade. This fill is comprised of mixed silt and sand. Standard Penetratio tests in the fill gave N-values of 5 to 8 blows/300mm, and its moisture content was oft order of J 2%. Based on the test results, the fill is considered to be in a loose con tion. Thefill in Borehole B4-1 was underlain bya deposit of veal. hich extended to a depth of 2.1" metres below grade. A Standard Penetration test in is deposit gave an N-value of 6 blows/300mm, and its moisture content was of the ord Based on the test results, the peat is considered to e in a loose condition. The fill in Borehole B4-2 and the peat in Bo~ hole B4-1 were underlain by siltv cIav till. which extended to a depth of 2.9 to 7 metr below grade. This till is comprised of a silty clay matrix which contained traces of fin gravel. Standard Penetration tests in this deposit gave N-values between 11 and 22 blo /300mm, and its moisture content wasfound to vary between 16 and 18%. Based on the test results. tog er with a visual and tactile examination, the silty clay till is considered to have a stiff t very stiff consistency. The silty clay till in B rehole B4-2 was underlain by a deposit of cIav. which extended to a depth ofh metres. elow grade. Standard Penetration tests in this deposit gave N-values . . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 of 5 to 6 blows/300mm, and its moisture content was oft order of 12%. -9- Based on the test results. together with a considered to have a soft to firm consistency. The silty clay till in Borehole B4-1 and th clay in Borehole B4-2 were underlain by sandv silt till. which extended to the maxim depth investigated (i.e.. 6.6 to 9.6 metres below grade). This till is comprised of a ndy silt matrix which contained traces of fine gravel. Standard Penetration tests in t deposit gave N-values between 41 and 45 blows/300mm, and its moisture content wound to range between 11 and 12%. . the sandy silt till is considered to have a compact to dense relative density. Structure B5 Both boreholes encountered I!ranular fill 0.3 to 0.4* metre thick. The granular fill was underlain by fill, which extended to a depth of 2.1 to 2.4 metres below grade. This fill is comprised of mainly of sand with mixed topsoil and gravel. Standard Penetration tests in this fill gave N-values between 7 and 12 blows/300mm, and its moisture content was of the order of9%. Ref No. 4842-6-1 -10- Based on the test results. the fill is considered to be in a loose to compact condition. The fill in Borehole B5-1 was underlain by a deposit of peat, which extended to a depth of 2.4010 metres below grade. A Standard Penetration test in this deposit gave an N-value of 3 blows/300mm. and its moisture content was of the order of 24%. Based on the test results. the peat is considered to be in a very loose condition. The fill in Borehole B5-2 was underlain by clavev silt till, which extended to a depth of 5.5010 metres below grade. This till is comprised of a clayey silt matrix which contained traces of fine gravel. Standard Penetration tests in this deposit gave N-values of between 10 and 37 blows/300mm. and its moisture content wasfound to range between 10 and J 1%. Based on the test results. together with a visual and tactile examination. the clayey silt till is considered to have a stiff to hard consistency . The peat in Borehole B5-1 and the clayey silt till in Borehole B5-2 was underlain by siltv sand till. which extended to the maximum depth investigated (i.e.. 9.6 metres below grade). This till is comprised of a silty sand matrix which contained traces of fine gravel. Standard Penetration tests in this deposit gaveN-values between 29 and more than 100 blows/300mm. and its moisture content was found to range between 7 and 13%. I I I I I I I I I I I I I I I I I I I I' I I I I I I I. I I I I I I I I I I I Ref No. 4842-6-1 _ 11 _ Based on the test results, the silty sand till is considered to have a generally very dense relative density. Structure C3 Borehole C3-2 encountered a pavement consisting of asph t 25,t mm thick and granular fill O.6,t metre thick Borehole C3-1 encountered ran ar IIIO.6,t metre thick The granular fill was underlain by fill. which exten ed to a depth of 1. 4 to 2.1 metres below grade. This fill is comprised mainly of sand. St dard Penetration tests in this fill gave N- values of4 to 22 blows/300mm. and its mo' ure content was of the order of5%. Based on the test results. the fill is co idered to be in a loose to compact condition. The silty sand was underlain y sandy silt till. which extended to the maximum depth investigated (i.e.. 6. 6 metres elow grade). This till is comprised of a sandy silt matrix which contained traces offine avel. Standard Penetration tests in this deposit gave N-values of ows/300mm. and its moisture content was found to range between 3 and 19%. test results. the sandy silt till is considered to have a compact to very dense Ref No. 4842-6-J 4.0 GROUNDWATER CONDITIONS - J2- Afree water surface was encountered in all of the boreholes, except Boreholes BI-I, at a depth of between J.8fc and 2.H metres below grade. Borehole BI-I caved in upon completion of the fieldwork An examination of the soil samples indicated that there was a colour change in the subsoils from brown to grey at a depth of 2. H metres below grade in Boreholes B4- I and B4-2, at a depth of 2.9fc metres below grade in Boreholes B2-2, B5-J and B5-2, and at a depth of 401:. metres below grade in Boreholes B3-J, B3-2. C3-1 and C3-2. Based on the foregoing. the permanent groundwater table is considered to be located at a depth of about 1.8 to 2.H metres below grade, depending on the waterlevels in the creeks. Perched water conditions may occur within the fill. . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 5.0 DISCUSSION AND RECOMMENDATIONS -/3 - 5.1 General The boreholes enco ntered a pavement comprised of 0 to 40 mm asphalt and O. 3 to 0.6 metre thickJollowed by o. to 2.3 metres of jillJollowed by 0 to 1.1 metres of peat, then competent deposits of alluvial ands and lor glacial till. The groundwater ta Ie is considered to be located at a depth of between 1.8 to 2.1 I metres below grade, depe ing on the water levels in the creeks. Perched water conditions may occur within the jill. It is understood tha the work on each of these bridge/culvert locations will involve full replacement of the s ructure and upgrades on the approaches. Full details of the proposed changes were not vailable at the time of this report and, therefOre the following recommendations s uld be reviewed when these details are available. 5.2 Foundations The foundation for he bridges should extend at least 1.2 metres below the anticipated maximum scour dep Ref No. 4842-6-1 Structure B1 - 14- I I I I I I I I I I I I I I I I I I I The foundation of the abutments should extend to or below the surface of the compact fine sand which was encountered at a depth of about 3. 8* metres below grade, and is considered capable of supporting spread footings designed to an allowable bearing pressure of 150 kPa under SLS condition (225 kPa at ULS). An alternative foundation solution would be the use of driven piles. Steel tube or H-piles driven to an appropriate 'set' in the dense to very dense fine sand can be designed using a steel stress of65 MPa at SLS or 90 MPa at ULS. The pile length is difficult to estimate, but is likely to be of the order of 10 metres. It is noted that H-pi1es will be driven to a much greater depth than tube piles. Due to the occurrence of highly permeable sands below groundwater table the use of caissons is not recommended. . Structure B2 . The creek bed is at its deepest at least 4 metres below the existing bridge deck and top of boreholes. The bridge foundation should. therefore. extend at least 5.2 metres below the existing grade. The soil stratum at this elevation is composed of compact to dense silty sand till. which would be suitable for spread foundations designed to an allowable bearing . . I' I I I I I I I I I I I I I I I I I I Ref No, 4842-6-1 pressure of at least 300 !cPa under SLS conditions (450 !cPa at ULS). -15 - An alternative foundation solution would be the use of caissons. Augered. cast-in-place concrete caissons founded at least one diameter into the very dense silty sand till, which were encountered at a depth of about 6io metres, can be designed for a bearing capacity of up to 800 kPa under SLS conditions (1200 !cPa at ULS). The caissons should have a length of at least 2.5 times the diameter. Steel H-piles driven to an appropriate 'set' in the dense to very dense silty sand till could also be used and these can be designed using a steel stress of 65 MPa at SLS or 90 MPa at VLS. The pile length is difficult to estimate, but is likely to be of the order of 7 metres. Structure B3 The foundation of the abutments should extend to or elow the surface of the very stiff to hard clayey silt till which is considered capable 0 up porting spread footings designed to an allowable bearing pressure of 200 !cPa un r SLS condition (300 !cPa at ULS). An alternative foundation solution WQ ld be the use of caissons. Augered, cast-in-place concrete caissons founded at least ne diameter into the hard clayey silt till can be designed for a bearing capacity of up t 600 kPa under SLS conditions, or 900 kPa at VLS. The caissons should have a Ie th of at least 2.5 times the diameter. Ref No. 4842-6-1 -16- Steel tube or H-piles driven to a specified set in t e hard clayey silt till can also be used. For preliminary design an allowable pile capacity ased on a skin friction of 50 lcNlm1 within the hard clayey silt till may be used. The actual ile capacity should be determined based on industry accepted pile driving formulae. Structure B4 The creek bed is at least 2.5 metres belo the existing bridge deck and top of boreholes. The foundation should. therefore. extend a least 3. 7 metres below the existing grade. Weak clay was encountered at a depth of abou 41: metres in Borehole B4-2 . and is not considered suitable sub-grade for a spread fou tion. A spread foundation extending into the dense sandy silt till was encountered at depth of 5.5 to 7 metres is likely to be uneconomical. The use of caissons or driven pil s is the recommended foundation solution. Augered, east- in-place concrete caissons fou ed at least one diameter into the dense sandy silt till can be designed for a bearing capaci of up to 600/cPa under SLS conditions. or 900 /cPa at ULS. The caissons should have a ngth of at least 2.5 times the diameter. Steel H-piles driven to an 'Propriate 'set' in the dense sandy silt till could also be used and these can be designed us ng a steel stress of 65 MPa at SLS or 90 MPa at ULS. The pile length is difficult to esti ate, but is likely to be of the order of l 0 metres. The penetrationfor H-piles will be greate than that for tube piles. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4841-6-1 Structure B5 -17- The creek bed is at its deepest at least 1 metres below the existing bridge deck and top of boreholes. The bridge foundation should, therefore, extend at least 3.1 metres below the existing grade. The soil stratum at this depth in the boreholes is composed of either compact silty sand till or stiff to hard clayey silt till, which could support spreadfoundations designed to an allowable bearing pressure of 100 kPa under SLS conditions (300 kPa at ULS). An alternative foundation solution would be the use of caissons. Augered. cast-in-place concrete caissons founded at least one diameter into the very dense silty sand till, which were encountered at a depth of 5.5* metres, can be designed for a bearing capacity of up to 800 kPa under SLS conditions (J 100 kPa) at ULS. The caissons should have a length of at least 1.5 times the diameter. Steel H-piles driven to an appropriate 'set' in the dense to very dense silty sand till could also be used and these can be designed using a steel stress of 65 MPa at SLS or 90 MPa at ULS. The pile length is difficult to estimate, but is likely to be of the order of 7 metres. Structure C3 It is anticipated that the replacem t culvert will rest on a concrete or gravel base. The tend to or below the surface of the compact sandy silt till Ref No. 4842-6-1 -18- which was encountered at a depth of 1.2 to 2.1 metres belo grade. and could support bearing pressures of up to 200 kPa. It is estimated that the total and differential settlements oj, undations designed to the above bearing pressures will be less than 25 and 20 mm espectively These are normally All foundation excavations, pile and considered to be acceptable for the proposed structur. . nstallations should be inspected by geotechnical personnelfrom V.A. Wood Associat. s Limited to ensure the founding soils are similar to those identified in the Borehole Log. and that they are capable of supporting the design loads. 5.3 Abutments The bridge abutments should be founded at a depth of not less than 1.2 metres below the anticipated maximum scour depth. The abutment walls should be designed to resist lateral earth pressures, the magnitude of which can be obtained from: p K(y d+q) where P K earth pressure kNlm1 earth pressure coefficient; 0.35 for a free cantilever or 0.45 for a propped cantilever or rigid frame bulk density of backfill; 20 kNlm3 for granular fill depth below finished grade in metres . y d ~ . I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 -19 - q = surcharge due to live load The abutment should be designed to resist overturning with a factor of safety of at least 2 during all stages of construction. The abutment should also be designed to resist sliding with a factor of safety of at least 1.5. the resistance to sliding will be provided by the friction between the concrete base and the subsoil. The sliding resistance may be calculated based on a frictionfactor of 0.5 for sandy silt till and gravelly sand. and 0.4 for sandy silt till, and 0.3 for clayey silt till and silty clay till. Additional lateral resistance, if required, may be provided by a shear key. Where driven piles or caissons are installed the lateral shear capacity will be provided by the piles or caissons. The lateral resistance of piles or caissons subjected to horizontal loads can not be assessed without a full scale loading test. However, for piles or caissons which length does not exceed ten times its diameter, the following equation has been established (Sroms, 1964). In cohesive soils: L Pu 1.5 D + ------- + 9Cp [P.(h + 1.5 D + Pu/(/8 Cp)r ------------------------------------------- [ 2.25 Cp } In cohesionless soils: Pu = ~~_!_~I!.._~p h+L Ref No. 4842-6-1 _ 20- where: L = required length of pile, measured from the resisting surface (m) D = diameter of pile (m) p. = ultimate horizontal load on pile (!eN) C. = undrained shear strength (kPa) h = height of line of action of the load above the ground surface (m) y = bulk density (kNlmJ) Kp = coefficient of passive earth pressure The following soil parameters are recommended: Structure Undrained Shear Bulk density Passive Earth Pressure Number Strength, C. r (kNlmJ) Coefficient, Kp HI 100 kPa for sand 19 kNlmJ 5.0 B2 200 kPa fOr silty sand till 20 kNlmJ 6.0 B3 200 kPa for clayey silt till 19 kNlmJ 5.0 75 kPa for silty clay till 19 kNlmJ 3.0 B4 35kPaforclay 18 kNlmJ 1.0 200 kPa for silty clay till 20 kNlmJ 5.0 B5 200 kPa for silty sand till 20 kNlmJ 6.0 5.4 Excavation and Groundwater Control Excavations below the creek water level in the fill and peat deposits are likely to experience strong water inflows and can be dewatered by pumpingfrom within closed interlocking sheet piling. In times of very low streamflow. it may be possible to dewater the excavations using sand bags and pumpingfrom local sumps. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 _ 21 _ In Structure Bl where alluvial sands andfine sand underlie the peat. stronger water inflows are expected Owing to the high permeability of the sands it may be may be difficult to dewater the excavation. unless the sheet piles are sufficiently deep and are water-tight at the joints. Strong water seepage may also cause piping of the sands. It is recommended that driven piles be considered as the foundation solution for this bridge. In Structures B3 and B4. it is noted that the silty clay till and clayey silt till may be sensitive to disturbance due to wetting and construction traffic. The excavation surface should therefore be protected where required with a concrete mud mat. Temporary excavations above the water level should cut back to slopes of 1:1 in the fil/, alluvial sand and till. Excavations in the peat should be made shallower at a slope of 2: I. Alternatively. the excavation should be supported using adequately braced sheeting It is anticipated that the excavated materials. except peat or peaty soils. will generally be suitable for re-use as common backfill material. provided its moisture content is kept within 5% of its optimum value. Backfill should be placed in horizontal layers 150 to 200mm thick and compacted to at least 98% of its Standard Proctor maximum dry density. Backfilling of the culverts should be carried out such that the difference in elevation on either side of the culvert does not exceed 0.5 metre at anyone time. Ref No. 4842-6-1 - 22- if caissons are used, a temporary liner will be required to support the excavation and control seepage, as well as to permit adequate cleaning and downhole inspection. 5.5 Aooroach Embankments It is anticipated that any changes in the elevation of the bridges will be minimal, such that the finished grades are unlikely to exceed 1 metre above the existing grades. In this case, the additional embankment can be supported by the existingfill. The subgrade should approved bya representative from this office prior to placing any fill. Any additional fill should consist of approved material, and should be placed in 150 to 200 mm thick layers and compacted to at least 98% of its Standard Proctor maximum dry density. The side slopes of the , embankments are expected to be stable at a grade of 2 horizontal to 1 vertical. . Visual examination of the surficial granular fill indicate these are generally too fine for a base material, although it is noted that due to traffic constraints the boreholes were drilled on the shoulders of the road. It is suggested that more specific sampling and laboratory grain size analyses of the existing road base material be carried out to determine compliance with granular base requirements. . . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 5.6 Pavement Desir:n - 23- Considering the traffic requirements and subsoil conditions, the following pavement design is recommended: HL-3 Asphaltic Concrete HL-8 Asphaltic Concrete Granular 'A' or 20 mm crusher run limestone Granular 'B' or 50 mm crusher run limestone 40mm 50mm 150mm 300 mm The base and sub-base granular materials should be compacted to at least 98% Standard Proctor maximum dry density and the asphaltic concrete to 96% Marshall density. The thicknesses shown above are compacted thickness of the materials. . Frequent inspection by geotechnical personnel from V.A. Wood Associates Limited should be carried out during construction to verifY the compaction of the subgrade, base courses and asphaltic concrete by in-situ density testing using nuclear gauges. Ref No 4842-6-/ 6.0 STA TEMENT OF liMITA TIONS -24 - The Statement of Limitations presented on Appendix 'A' is an integral part of this report. VA WOOD ASSOCIA TES liMITED Prepared by: /~ Renata Quiambao. B. Sc. . RQ/VW . . . i . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ref No. 4842-6-1 APPENDIX 'A' STATEMENTOF LIMITATIONS The conclusions and recommendations in this report are based on information determined at the borehole locations and on geological data of a general nature which may be available for the area investigated Soil and groundwater conditions between and beyond the boreholes may differ from those encountered at the borehole locations and conditions may become apparent during construction which would not be detected or anticipated at the time of the soil investigation. We recommend that we be retained to ensure that all necessary stripping, subgrade preparation and compaction requirements are met, and to confirm that the soil conditions do not deviate materially from those encountered in the boreholes. In cases where this recommendation is not followed. the comoanv's resvonsibilitv is limited to intervretinl! accuratelv the information encountered at the borehole locations. This report is applicable only to the project described in the introduction. constructed substantially in accordance with details of alignment and elevations quoted in the text. I' I I I I I I I I I I I I I I I I I I Ref. No. 4842-6-1 Enclosure1 BH-B1-1 EI. l00.01m .---- ,..... .-------r - ~- : , - , I , J . I N , - ,"_ ______n___.__.. BH-B1-2 EI. 99_94m -- ---.4=. i CONCESSION ROAD 7 Concrete Bridge ~------ , r--l ' - -.- .~---~...__t.--._.---_':" - -,.-- SCALE , - _____ _J)"I ._-.1 () 'L + e "-:>-. STRUCTURE 81 Benchmark: Top of bridge deck at road centerline. Assumed Elev. 1OQ.00m . N · I i , BH-B2-1 EI. l00.30m -4- -----'- "' --- /' OLD SCUGOG ROAD 'COLWlLL I , j , BRIDGE i BH-B2-2.LlJr. /-'---'__~'._ ELJI!l1i2m.--~-- " . Concrete Abubnent and Wingwall ~~r=i ~ ~-r------ -------___.J I I Steel Beam ,- I , ----l.;.;.___ _~___/~:....--- SCAlE Benchmark: Top of bridge deck at road centerfine. Assumed Elev. 100.0Om -r::=::......-- !!II " :l 4 ;::; "'^ STRUCTURE 82 BOREHOLE LOCA liON PLAN Ref. No. 4842-6-1 STEPHEN'S MILL ROAD '),. ~ BH-B4-2 . 8-99:77f1l Enclosure2 I I I I I I I I I I I I I I I I I I I BH-B3,1 EUOO.46m Benchmark: Top of bridge deck at road centerline_ Assumed Elev. 100.00m N ! I I I STEPHEN BRIDGE j ! t ------- - Concrete Abutment steel Beam " ' "'-.,J:_-=~'- SCAU ., 2. + B l7,.. BH,B4~ l' ~~.. - . 'EI:gg,84m-' .., -N ' f~~~;:tK ' I J I CEDAR PARK ROAD SCAlE Benchmark: Top of bridge deck at road centerline. Assumed Elev. 100.00m . 2 . " 12.r~' STRUCTURE 84 BOREHOLE LOCATION PLAN I' I I I I I I I. I. I. I. I. I; I. .. I. I. I. I~ Ref. No. 4842-6-1 Enclosure3 ~'"--_.._-- BH-B5-1 Elev.l00.09m I : + I I I I . I ! ~------ --.---- .N VANNEST ROAD ~- --j BH-B5-2 EI. 99.92m Concrete Abutment Steel Beam ---~y~. 1 I _ ----.---.--~_~J~ .---- SCALE .... 2. .of " o 12_ Benchmark.: Top of bridge deck at road centerline. Assumed Elev. 100.00m STRUCTURE 85 J! I BH-C3-1 EI. 99.95m N t CONCESSION ROAD 6 -..cLO- SCAlE -- Benchmark: Surface of road at road centerline. Assumed Elev. 100.00m 2. ~ B I~"" STRUCTURE C3 BOREHOLE LOCATION PLAN Reference No : 48~2-6-1 Client: Mun. of Cbrington do TSH Project: BridgtlCulnrt Replacement Location: Buwmaovillf', Clarington, ON Datum Elev.ation : Local SUBSURFACE PROFILE E I c 51 ~ -=1 Description ~ , ~ gl i;j , - I 3.1 , , , - , I I 1 96.31 i _ I - n.J 7~ . . 100 , 0 I ~ 99041: i I 98,61' 97.51 Ground Surfafe GRANULAR FILL , , I: Sand with traces of silt and organics, Ioo~ to compact condition RLL :- ~ 2..... PEAT Mixed with sand and wood ; fragments at the top and some gnvel at the lower rtion ...' SAND Dense. fine to medium gl"3ined, some gnvel at the upper portion, bmwn, we' (Allu...ium) , 4-' Ii ~ 1 ! s~ - , , i i I 1 i 6] I i RNE SAND Comp3ct. nry fine grained, trace .silt, with gl"3vC'1 at the lower portion, brow D to grey 8~ End of Borehole - 9- - , , 10- ; ~ [".~" ,:'.'~',' ~~:~ ~~ ? ~ 1 I I , I ~ I I] ,1 I.J "" j :::':::l IH j I,' ! , I Borehole No: Bl-l I EIKlosure No : 4 I Metbod : Auger I i i , ' , , Di.amder : IIOmrn D.ate ; Januuy 24. 2006 I Remarks I SAMPLE i i ~ I ~: ~ I ~ I ~I; I : CI'1l.... I Z I Standa~d ... I Penetration c, ;; I (~I.Wsl300mm) ~ 20406080 z: l I Watere,lo Plastic Limit Liquid Limit 10203040 SO ~I "I ~, i I I AS I' i I !I i ~ , , I I II!, i I i:i:n" i i i I ij i4iss~(i I I I I I ' I 5 i SS iloo+11 ' : ~(~! I I I I , I , i I " " i ~ I i i I , I I ' I , I i I I ! I ! II H+++-: II' i i i i I i i I ~ I I P II V.A. Wood Associates Limited I I I C.aved ia at 1.5m I I I II I I I I Becoming gr3velly from 7m. I I I I Disk No : I I Shed: lofl I' I Rtfuencc No: 4842~~1 I 1 Client: MUD_ or ClaringtoD clo TSn Project: Bridge/Culvert H.eplacemtnt Location: Bo\\'manville. Cbrington. ON Datum Elevation: Loe:!1 SUBSURFACE PROFILE ~ I E .S! I lh-sc.-iption -= of > Co -" . '" Q 99.941 Gmund Surface , 0 I I I i 'I 99.34 : ., , I ! i i I I 97.74 i I I ~ 97.04, , 3- I I 96.14 i I I I I I I 96.J4 ' 110- 1 1 I GRANULAR FILL ....: FILL ~ Silty sand, organic stained. moist to wet. loose condition ~ 2.... I , -; PEAT Put with some gravel GRAVELL Y SAND Compact. trace organics. wet (Alluvium) 4"': -; -; ., 5- -; ., 6..., ., ~ , RNE SAND Compact bttoming very denst lInd granlly at the Iowe..- portion, vtry fine grained, brown to gn:ytsh brown, wd 1-f J , 8..., ., 9- End of Borehole Borehole No : BI-2 Eoclosure No : S Method: Auger Diameltr: ltOmm -I' I o ~ I EI~, ,;,1 ~ I I SAMPLE Z ,i EI X. ,ol?' 1 I Standard ~ I Penetration w I (blowsl300mm) ~.20406080 Z 1--1 I I I , ~ ! I !AS! :.11' !",:.,<,":,: I 2 I SS 1 1 . I {./~., 1 I ! - I j I ""',c I I I Iii w, , 1 ,';';:; 13 1 SS I 8 f~'1 i ~~~!: 'JII: ~*3 I 4 : SS I 15 I 1=1' I I I' ru 1 I,' i i I., :,', I 5 SS: 23! il~:il!i I' I ;~:::~ I j I Iii jJ; I I T I : ! ,1, ,'6 I SS 1-;;-;1' :.', i I,,' I "I. , I I I ' j I I 1 I I I ! I ! ! I i I II I ! i I j I I L , 1 I SS ! 23 /_, 1 ! I I I ! I II II Hi I II : SS 119, ,~) I I I I ~ i ! ITTlI [I , i ; i ! II I I i I ! i I \ : I I ,I ; ! I i 8 I 19 ]SSiS4i , !J V.A. Wood Associates Limited Water-J. Plasd~ Limit Uquid Limit 1020 30 40 50 I I I I I . I I I ' I i I i l~l j I I t 11.y Date: Janu.ary 24, 2006 Remarks Caved in at 5.2m Disk No : Sheet: I of I Reference No: 48~1-6-1 Client: Mun. or Clarington cJo TSH Proje<t ; Bridge/Cuh:t'rt Repluement lOCltion : Bowmanvilk, Claringtoa, ON Datum Elevation: Local E c ~ ,E ~ I~ 100.3, 0 ! , J 99.71 -1 , i 2"; -1 ! ., 97.4 i : Ih I ~ I ..: 1 4..1 I i I 5~ ! ~ j i i - j 6~ I 90.7 10- SUBSURFACE PROFILE Description Ground Surfa('e 40mm Asphalt GRANULAR FILL l~ FILL Sand, traCt gravel, with lAind topsoil at the middle portion, moist to wet, loose to compact condition SIL TY SAND TILL f Compact b<<oming dense to "cry - dense, trace fine gravel. grey, moist 7-; .. ., 8~ ; 9.., End of Borehole Borehole No: B2-1 i i , I I I !:g ~l I ~I ~ I iOOj3: i I I ~;~~J 1 p"~ I ;~}1i ~.~j ! r p I.. ,. I': , '. t I" . ~ 1.' , J f::: ::' f ~ j "~ .. ~ - ..I J I , "j . , ::::1 SAMPLE j ! I ! I , I I 1 I I ! ilt , , I , ( \ ,~. I Enclosure No ; 6 I Method: Augu I Diamdtr : J IOmm I , II. I ! , 9 I SS 'l00+i I I I J " I I I ~ V.A. Wood Associates Limited I Standard Water 'Y. . /"1' Penetration I Plastic Umit ~ I u .; (blows/JOOmm) I Liquid Limit g :;; i ~ I. 20 40 60 80 I 1020304050 I Z f-oIZ~L---L...~_..LI'I.L--.i I J I 1 I AS I I I 1 21SS126' I I 3iSSI71~) 4 :SS1251 ,11=, I i I IJ 5 I ss i 16 i (~, ..~..." " I . .. I ... I I 11'ISSI44[ I I I I 7 I ss lOO+! I I I 8 i SS 1100+ I I I " i I f-+-++-+- i I I II I : I I It: ! I I I D2tc : January 26, 2006 I Remarks I I I I I Caved iQ at 3.4m I I I I I I I I DiskNo: I Sheet: lofl I I. I I 1 I I I. I I I I I I I I I I I 1 R.f.rence No: 4842-6-1 Borehole No : B2-2 Client: Mun. of Cluington do TSH Project: Bridge/Calnr'Replaccmua Location: Bowmanville, Cluington, ON Datum Elevation: Local SUBSURFACE PROfiLE ; : s I ':; I~! Z I ~! i;j Ie! 99.62: 0 I i I -; 99.02 i I i l-j I -" I . I - 97.52 2-' Description Ground Surface Z5mm Asphall GRANULAR fiLL FILL Silty sand, some gnvcl and topsoil. moist. loose condition I 3~ 1 ~ i4~ 1 ! - 5~ , I 1 SILTY SAND RLL I -; ! I Dense bttoming compact then very 6~ .J dense. 'race fine gravel. bro,,"n, j moist to wet {guy from .#m) I -; 7- J -; .., 8-' I -; 9..., , 90.02 .., , 110'::: End of Borehole I t:: c" ~ I .... ! . .-, ..1 [ t- -:1 ...! ~:: - ti :;;-) i:" ,[_.":w Enclosure No : 7 Method: :\ugu Diameter: 110mm Date: January 26. 2006 SAMPLE I I I 1 I Staadard I ... u I Penetration "0 : _~ Ii ~ ,! ....~. ,! .c: - E - "; i (blowsf300mm) ~: ; I z. i ~~ '*L~ 8!' i t I II !ASl i IT ~!I I Ii! I I I 2 INR! 5 j: i ' I i I I II! I ' ; 3 I SS I 5 L i HI I [ _I I : I I II. Ii' II ~'I~'l:: II1I I ! ! LWJ: I I ! !ffi 15 I SS : 371 "~ I TITnI' I I I I I I I 1 t i I ::: II : I I I I I ! I : I I i ~r~11 I I I Water-% Plastic Limit Liquid Limit 1020304050 1 1_ Remarks r"",'!:_,~j ~;:::~~~;1 '""'j !--~:'.~., , No sllmpl~ recovered f~2~~~~ t .n I... · .~ C:ned in at 3.2m 7 I SS 1100+[ l r I I i I I . I ' I I I 8ISSI53'! ': : I . ~' 1 I I I I 11111 II : tl-~~G-1-r I i I I Iii: I : , . . I I , ~j~l-I~ . I ' I _ _I i ! I i I 9 I 5S 1100+1 I . . 1 'I i i I i I i l I ! ; I i I I)' . i c--'-}-l-J---.LLL, DiskNo: V.A. Wood Associates Limited Sheet: I of I Reference No: 4842-6-1 SAMP Client: Mun. ofClnington cJo TSH Borehole No : Datum Elevation: Local SUBSURFACE PROFILE E I c ~ I E Description . 1-= - . ' c- . i;j iQ ; i Ground Surface GRANULAR ALL ALL Sand mixed witb some silt and gravel. moist, t:o"pact condition PEAT Pe-at with wood fr..gme-ots , '3' !~ -' eLA YEY SILT TILL - Very stiff to hanl, tnce fioe- gnvc 6~ with occasional scams of sand, brown. moist b<<oming wd at t lowu portion (Grey (rom 4m) ,...: 8- / J Project: Bridge/CulnTt Replacement Location: BOl1lmanville-, Clarington, ON 100.5 i , 0 i 99.86 i II~ I 98.76 ! ! 2~ i ~ 97.86 ! , i , ! : j 4-, ! I ~ ..J 1 5- 90.86 , . 110- 9- End of BOT/hOle . i : _I I- I .,g I ~ 1: E 1 - . E i~!; i ~ I r",~.., ;::,:-.,,:x: .~:~\( ~"'Y"'''''' ':~'X1 I I Standard ~ Penetration CI -;: (blowslJOOmm) " >z' I 20 40 68 80 t-- I I I I I , AS I 1-. I _, r , , I . . I j , jssl261 I I 8ISSI36! I f ! ! ! i I f-, --+--++l , , , 9'55'28' ,,; i i 1 : Ii! I i I Enclosure No : 8 I V.A. Wood Associates Limited Method: Auger I OiameteT: IIOmm Water % Plastic Limit Liquid Umit 1020304050 I I I I Date: January 31, 2006 I Remarks I I I No sample recovered I J ,Cavcdioat2.1m i 1 , j I, I I I I I I I I I I DiskNo: I Sheet: 1 or I I I." I I I I 1 I 1 I I I I 1 I I I I I I Reffrence No: 48.t2-6.J Client: .\.fun. ofCIar-ington c/o TSH Project: Bridgt/Cul\'ert Replacemeat Location: Bowmanville. Clarington. ON Datum Elevation: Loul e c .g ~ , -" '" ~I 10~ , , 99.62 ! 1 ---; ..i I J~ I j , - 98_121 2] I ' J '3 ' ii I - I ' I - I - : 4- .l , , , -; I -; IS, I ""T I ' I , 161 93.67, -; Ei = , 'iil ", c' SUBSURFACE: PROFILE: Description Ground Surlact: GRANULAR FILL FILL Sand mixed with some silt and gravel. with occasional brick fragments, moist, looK conditio. eLA YEY SIL T nLL Hud. trace fine gravel, with seams o(very dense silf)' sand till, browQ, nloisttowd (Grey (..-om .:fm) I - End of Borehole , I 7- I .l I .l i j / I 8J ! ' 10..., 9j I , Borehole Nd : B3-2 Ii , I ! i "" I] I ~ I -"E" el- ,~i ~ I: I , I I m :~. .. Y Y1 t~~ 1;:;2~ 13 , r. ~ ~ t ~ ! 7 I I , I I I I , I ! I , I I SA"'PLE: Enclosure No : 9 Me-Ihod : Auger Diamctu: UOmm Date: January 31, 2006 " -= u ~ ~ :- !-li Standard Penetration (blows/JOemm) 2,' 40 ~ 80 , I Water ~a Plastic Limit ! I Liquid Limit ! 1020304050 I I I I " i I AS I; I I II , i: i : i, i i I! r I . i i I I I ! ssl351 1'--1 ,I I'I!-' I i j Ii, I ss I 30 i II~II I' 1'1 ! I I I I I I w' I : : I 6 i SS I 53 ! (=j _ 4 I 5 1 SS 541 i I'~i i I IH't I ! . , i i I j II! I : I I I I : I I ! I Remarks I I I I , I ' i I i I ; , I i II' , I I I I , ! i I ! I i , I ! Caved in at 4.3m I i I I I , I I I ; ; I I ' ! I ~ i ! I ! : j I ~ ' I I [I I I [, ! I I 'i' Lli I I;-i V.A. Wood Associates Limited Disk No: Sheet: I of I Reference No : 48~2~-1 Client: Mun. of CluingtoD clo TSH Project: Bridge/Cutnrt Replacement Location: Bowmanville, Cluington, ON Datum Elevation: Local rEf . -" > C. Q Q <;; Q 99.84 I 0 ' 99.54 i ...l I l- J 1-1 ~ I , , ~2~ I ~ , - I J...l ! j i :: , I i 4~ SUBSURFACE PROFILE Description Ground Surfa<:r GRANULAR RLL RLL Miud silt and sand, moist, loose c:ondition PEAT Peat with some sand SILTY eLA Y TILL v ny stiff, tnllc:e fine gra,'eI, grey, moist , I ~ 15-; ~ J , - , I - I 6.., SANDY SILT TILL i-Dense, trace fine gravel, grey, moist 9J.29 1 .., , , I 7' i 1 I ~ l 8""; I _ ..: .., - 9--' - , .., - End of Borehole 10--' I Borehole No: #4-1 / I SAMPLE I i I I i Standard ! - . I Penetration , "0 i 1 . I .:. 1.0 I ~ i .c . >1 (blows/3oomm) IE; 011 I E c. '~l~ ! ~ ,., ii 20 40 60 80 Z E- o 0 . . ! i f .m :::~~~~;~~ :;d I 2 j~"f./'Il [;;;1 I ~.t:~J! , f~.t~.l~ I 3 -....a:..I.&~_ . ~l~'~~ ... i ~ ( : ~ i ~ ~ I ,I~ i ,~ , I ;---.1 1 l!l'i.....~.: ",~ . i , , ! ! I , , , i ! I i i I I I ! , I i i I j , V.A. Wood Associates Limited I Enclosure No: 10 I Method: Auger I Diameter: J 10m.. ! Water ~. I j Plastic Limit IjLiQUid Limit 10203040 SO --' t i I I I ! I 1-: . , I I I 1 I I ! I I i i I' I : I I 1 I A j Iii : 5; 5 ~ " I i I I I 55 I 6 !~J I ! I I I I I 1551151 (I ! I I ! I 1 I I I . L. T I I 5 . 55 i 22 i ::1 i I ! i I I i III 6 !SS!lJn I' I I III I I I I 7 155 1451 I ':_' I I ! ! I I Ii!. I-HI' I , i . +_-j i I i I I I ilJ 11 Wi, I i r- i I++--' , '+m' I i I : I Ii i [i Ii Ii I i I ! I ! I i I Ie I - D2't : January 26, 2006 I Remarks I I I I I I Cncd in at 4.Jm I I I I I I I Disk No: I Sheet: I of I I I. I I I I I I I I I I I I I I I I I 1 Rtference No: 4842-6-1 Borehole No: Bi-2 Client: Mun. of Cluington do TSH Project: Bridge/Culvert Replacement Location: Bo,,'manville, Cluington, ON Datum Elevation: Lou) SUBSURFACE PROFILE s i ~ sl << -=! :;:; eo: ~ I Q! , , Description ~ 0 i Ground Surfut' ~ i.. GRANULAR RLL , J I , , I~ J I Mixed sand, sift and topsoil, moist to ,I wet, loose' condition 97.671 2.1 i ! ~ I\',,~' t:-:.-=~ i"':~/ 1'.\:." ~~( ;; j,c::.:,lYJ J ;:)~:~J i RLL ..l , I J.1 I I 1 j :j 95.77 i - [4 : IJ I ..l IJ , 1 i SIL TY CLA Y nLL Sliff, ,...<< g.....~ grey, moisl'O wd ~ CLAY Soft to firm. grey, wet t) ~ ~ ~ 192.77 J 7 ' .: l.iI 1'1 I" Iii "i .'~. ': . . ;1 _I t . ~ , ~i , I . , , I ~ ! 8J i ' I J ~ SANDY SIL T TILL Dense, trace gravd. grey, moist 9- 190,17 .., End of Borehole IO~ I SAMPLE 1- 1- 0-1 Z .0 . S , e.,,, = 'cf'j ~ i z Standard Penetration (blewslJOOmm) 20 40 68 80 I I Water % I Plastic Limit I Liquid Limit ! 10 2,0 3,0 40 50 , -j . .: . . ... ;;. ?: z , I' I I AS I i I i !II I I I I I lid I ! I i I I I (,j - ! i I 8 ! ~'I I I I i 2 , I ssl , ssi , 4 SS , _i 13 i '-' ! I I I 5 I ~ ! II 1,-, I , i 6 ! S I 6ub I I l 7 I ss I 5 -' I I I I i I! ! 8 I SS 141: I,J I I I i I I I I L-U+tll i 91SS1421 ! 'I 'Ii I I i I ! I, : . i ! I V.A. Wood Associates Limited Endosun" No : 11 Method: Auger Diameter: llOmm Dale: January 26,2006 Rema...ks Cned in at 4m I I I I mu I , : j DiskNo: Sheet: 1 or I Rderenc::e No: 48.&2-6-1 Client: MuD. of C1uington c/o TSH Project: 8ridJ:elCulvert Replacement Location: Bo,,'manville. Cluington, ON Datum Elevation: Loul e c ~ c > ~ iii ]00.] , , 0 99.8 ! rJ I I 98.7 1 "i 1 I ., I 2-' 97.7 ~ , - ! 4-f i - , I .J i ; i S~ ..: I ~ I ..: i 6..., ! 1 i j I ' ! 1-7 I j , 8- 90.5 '10- SUBSURFACE PROFILE I ei ~I frl Q, Inscription Ground Surface .-..... GRANULAR FILL FILL Sand mixed wit. topsoil and gravel, moist, loose condition PEAT Peat mind with sand, moist -, J--' , ., ~ SIL TV SAND TILL Compact bccomi.g very dense, tnce gravel, grey, moist ..: ., -: 9- End nf Borehole Borehole No: B5-1 , : I' ; -; I .& I ; IE! ; I < ;....." U'l!....1 C' :1 r-: .1 C 1 c ~ . I J I Enclosurc No: 12 I Method: Auger I Diameter: IlOmm SAMPLE I I i Stand..d ~ I ~] Penetration ..0 I u _ c; I (blows/300mm) ~,' ~,'~j 20406080 Z . E- , Z I----L-'----L-1 i Water % I Plastic Limit . Liquid Limit I 10 20 30 40 50 --'---L..j ITTl , I , I J ! ! ~ NASi ; I!I,.;:}~. II II !, :'..-.' ",-y;~ 2 1 ss f 1 '''' I I I I ~~~ J i ss I J 'I) I ~S~ 1 ! ! ,- g~ . I I i... I 4 I SS 113 i '=1 f 1 " ,I ''''",' I I I ....I '. ~ I 5 I ss ! 29 i I' _' I I I .~ I .1 I II! I ~. .: ':j ,. '~ .. II' I 6 r ' IJ ., :::i i i I i I I , I ss 161'1 I . . i II I ' I I ! 7 I ss llOlI+! I I' I ! I ~. i Ii!! I I 8 I ss llOlI+1 [ t-f-+1' II' iT/!II.!i.!.;I! i I ttH' '...LLJ '. il! I. I I ! 9 I SSIOO+' i i !' r I i I I II t--- ' I i I 1 I 1 ; V.A. Wood Associates Limited Date; January 25, 2006 I Remarks I I I I I I Caved in .t 4.3m I I I I I I I Disk No: I Sheet: 1 of I I I. I I I I I I I I I I I I I I I I I 1 Reren~nce No: 4842-6-1 Clieot : Mun. of Clarington do TSH Project: Bridge/Cuh'ert Replacement Location: Bo'Wman"ille, Cluington, ON Datum Elevation: Local SUBSURFACE PROFILE E ! . e! ..g tl Description ~ , ~ <::1 t;; 99.92 i 0 I Ground Surface 99.521 ~ i , I , , ~p: , - ! 4': , ' I 1 I = I' S~ 94-42 . J II~ GRANULAR FILL FILL Sand mind with topsoil and gravel. trace organks. moist. loose to compact condition I 3~ CiA YEY SIL T TILL Stiff to hud. Inn fine grant. brow n, moist (Gn~y from 2.9m) Borehole No : B5-1 Endosun No: IJ Method: Augu Diameter: 110mm Date: Juuary 25. 2006 I SAMPLE I I ! I ! Standard i Water ./. I 'I - 1 I ~ ~ I Penetration II Plastic Limit 1: I" ~ I E ~ .. L' (blowsIJOO..m) Liquid Limit jl 1! ; I z ,~ ~ ~~o~. .,02.03,04050 , " m L~,j f};:j I i:Y~~ PZ'1 ; [uu I L ~ , ~ ~ r ~ ~ ",.:11 ~:: ::1 [' t ..j ) J :~ ~:: :1 : ~ ' d SILTY SAND TILL ,r., ~ , 8- Vuy ense:, trace: grave:!, grey. mOlsl f:-..] 90.32 ~ ~ 19- I ...: 10- J j ~ ~ End of 8orthole: t" , I :, t1 , ' [I I i I i I I I AS I i II i I Ii 2Iss!12~:1 I ! iT 3 i SS I 8 r~" 1 ! ! 4 I SS 110 1'=) I I ! I I 5 I SS 120 ,1,! I , " 'T I I I i I ! i I I I! I 6 I S5 I 37/ ,J, 1 II 'I i I 7 I 5S 100+1 I i · I ~ l'~ 1I. i '." tnl I '. I i I Ilr!!!'.III".i I I I '. " :+H-H I 9 I SS 1100+, : , I: II' t I I I I II I ; Ii; ~ j I I I 1 : i ! I i ~- I , ' : I : I ! I I I I I i I , ! Jl.A. Wood Associates Limited Rtmarks I i I i j I i I , I I ' I i II ! ' Cav<<l in at S.2m , , DiskNo: Shtet: I of I Reference No : 4842-6-1 CIK"t : Mun. of Clarington do TSII Project : BridgelCuhr~rt Replacemnt Location: 8o,,'maaville, Clarington, ON Datum Elevation: Local , e ! .~ ! E; ~ I.: i ... ! E.I v I v t;j I Q! SUBSURFACE PROFILE Description ~ 0 j Ground Surfact: , -i 99.35 ~ i r--:~ II- I I Mainly sand. organic: st:ained. moist. 98.55', -, 1ooSt: condition I : ., , ' I Jj ! " j , , 143 , /5j , I : I ,....: f J 93.4 I ..1 - 7-" , -i - 8-" j , , '"1 .., -' 9- - GRANULAR FILL FILL Z-' , SANDY SILT TILL i:1 Compact bf"Coming \lu)' dense, trace t" gravel, brown, mOl.'it :: (Gny(rom 4m) .. i:.. End of Borehole -; 10-" L Borehole No: ("3-1 ~ Q, I~ I ! , l'~s! J I' I i rei II zlssl,5(' I:! 1'.1 ,', I I '! : i ! l 'I !! i J I i 221 'I' I I i I I I I 1 4 I ,< I, 15 1'-', II ~, "I i i ! Is ss!z4!hl,11 I ,j I I : Iii I I I ! ' I III I 6 SS 11-1 i i I It) I I11I I I 17 Iss II- I ! I - i ~ J5i~ .Q e I' ; ',' e ;;; ~ I ~ , ' I il I;~ij I !:::.~;r1 ! : I I r I Ii (:' ::, t:::' r '~ r~ fJ r" ':l II I SAMPLE I Stlilndard j PenetratiOD I (blowsIJOOmm) j Ie 4,0 6!l 8fJ 'I! , I i rTT' II I I ! ! I ' , , , ; I , I i ~ i , , , V.A. Wood Associates Limited [ltdosur~ No: 14 I I I I I I I I I I I I I I I I I I I Method: Auger Diam~ter: I JOmm Date: January 24, 2006 I Water % I Plastic Limit Uquid Limit !~,04p~ I R~marks '1 ; I i I Caved in at lAm i I , I (J I., I II ; I I I ! ! ~I i I II : IIIII I Disk No: Sheet: I of 1 I. " 1 1 I 1 1 1 I. I .' I I I I I I I I I Reference No: 4842-6-1 Clint: Mun. of Clarington do TSH Project: 8ridgt/Culnrt Repbcemnt Location: BowmllDvillt', Claring1on, ON Datum Elention : Local e .g E .. .c ~ . fr i r.;; I Q I 99.9 I I OJ 99.31 I - I I~ , J , I 97.8 2-:1 I i I ' I 3~ I ~ 4' J J I i j ~ S.J I .~ , 93.35 -I I I 7~ IJ I - I ., I : I 9j I i 4 110~ SUBSURFACE PROFILE Desc.-iption Ground Surface 25mm Asphalt GRANULAR FILL RLL Sand miud with some topsoil :and gravel at the upper portion. moist, compact then loose condition SANDYSILTnLL Compact becoming very dense, trace gravel, brown, moist (G fey from 4m) End of Borebole Borehole No: t3-2 I] I; ~ 1 E I.. E I ....: ~ :::lI ICI)J'.Z : I I m II ",:1:', I .~~y-. 2 :- ~'~ 'x ~"X I .<'t:'< I ;~;?,_I 3 t'fY, J Y ['.. !H 1 [j 1'., fJ bt, I\f:- j I I ! I I I I I I I ; I I , I ! I I :,! i I. ! I SAMPLE Standard Penetration (blows/300mm) 2,0 4,0 60 80 u .= v . , c. ;. I ~ z , I I AS I ! I I l ss I I-i" I I I r I ss I 4 'i~} I I 41SS 24 i 5 I SS I , 6 I s (I-J r 18 I '1' I I 7 129 I I 55 IICH>>! Enclosure No: 15 Method: Auger Di.lmcter: 110mm Water Yo 1 Plastic Limit Liquid Limit 10 20 30 4,0 5,0 I I II , I i I I l.) V.A. Wood Associates Limited () I I I j DatI: : January 24. 2006 Remarks Cand in al4.3m Disk No: Shut: 1 0(1 I I I I I I I I I I I I I I I I I I :1 ~... CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2006-30 OPS GENERAL CONDITIONS OF CONTRACT (September 1999) I I I I I I I I. Ii I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I ONTARIO PROVINCIAL STANDARDS FOR ROADS AND PUBLIC WORKS \! GENERAL CONDITIONS OF CONTRACT SEPTEMBER 1999 .>1 ;., I .~ I I I I I .1 I I I . .1 I . I I I I I I I I I I I I I , I I I I I I I I I GENERALCONDn'IONS OF CONTRACT Table 01 CootenIs SECTIQN GC 1.0 .IN'n!RPRETATION GC 1.01 CapIiOnS................................................................................................................... 1 GC 1.02 Abbrevialions........................................................................................................... 1 GC 1.03 Gender and Singular Refer.lIollll.........................................................,.................. 1 GC 1.04 Defj,1itioI1S................................................................................................................ 1 GC 1.05 SUbstantial PerforrnanoliI......................................................................................... 5 GC 1.06 Complelion...............................................................................................................6 GC 1.07 FinIII ~Klll.....................................................................................................6 GC 1.08 11IkitP.~1 of Certain WOldS ............................................................................... 6 SECTION GC 2.0. ec)NTRACT DOCU'~'TS GC 2.01 Rilllr"lOll CIl'l ConlnIcl DocumenlS............................................................................ 7 GC 2.02 Order of PIeoedence ............................................................................................... 7 $ECTION GC3.0 .AIHIINISl'RATION OF THE CONTRACT GC 3.01 ContnictAdmil..... ~ ...........................................................................8 GO 3.02 WoI1dng Drawings ............................................................................................."';" 9 GC 3.03 Right of the Conlract Admini8lnItor to Modify MIU1cId& _Equipment ................. 9 GC 3.04 Ernelgency $IIualIQIls............~............................................................................... 10 GC 3.05 Layout...................................................................._.............................................. 10 GC 3.06 WoI1dng.Area......................................................................................................... 10 GC 3.07 Eldenslon of Conlract TIII8 ................................,.................................................. 10 GC 3.06 lJela1s.................................................................................................................... 11 GC 3.09 Assignment of Conlrac:t.........................................................................................11 GC 3.10 SubcontrlIcting b>>' the CoIdraClrll..........................................................................11 GC 3.11 Changes ................................................................................................................ 12 GC 3;11.01 Changes in the WCIIt............................................................................................. 12 GC 3.11.02 ExbaWCltt............................................................................................................. 12 OPSo..IICII 17' r.*UIl....II.II...... T....Co.. II IT-I GC 3.11.03 GC 3.12 GC 3.13 003.14 00 3.14.01 00 3.14.02 00 3. 14.03 Gq,3.14.04 00.3. 14.05 00.3.14.06 GC 3.14.07 , 003.15 00 3.15.01 GC 3.15.02 00 3.15.03 00 3.15.04 00 3.15.05 NJJ"nllll--"'-k:~....-..~~.......--_._ __;#-~~.~~.....;j..u~;..;..................u.-...........;....~.L-~..........................1% - "',' . .. '_" ",-.',,",", ,,00" .. " .. NaClces...................................................................................................................12 Ute end Oc:cupencv 01 \he Wdrk P\iQf1D Sl'I . \lIaI PerfotAlllooQli, ..................... 13 CIa/ms, ~ Milll.JUtll..:.......................................................................... 13 COnlInu8nce 0I1he Work....................................................................................... 13 ..,.,.".,....-' Recanf Keeping.........................."'.......,...................................................,........._.: 13 .. .,....... ....._-:- ',,' ,', , ClaIms Procecfure .............:........_..........:..............................................................: 13' ~1Iol1l...........................__.....:.:.._............................................................ 14 Mec:tiIIic:M'l. ._.:..,.._.....---..................4;-4..~.~..~.~..~...................._............._............-......._...-....;._.~.......... '14 .. -, ',-- P8jf\...IL..........~~......~..........;..........-........~.....'"'....".,.:.~...u...~.._....................................:....h....,;;.~~.....;_...'....-~_..:..14 RIghIs.oI BOItt'Paif J! ,........_._:....~._......................................................,.......;.,5 Eftoil4IeIlng."..IIiIlk.I1...........,....:..............,..............................................._.........,5. CondilIons for Engi....1ll ttllJJ~~;................................................................. ,. . AtbllnIIion PIocedUre...................:....................................._............................_. 15 Appoinll.,.,/It 01 Al1lllIiMO. ...............~...................................................................... 15 ." .. "'_ "..c.:'......,....,'... ',.;,', .' " .' ~C._:: .... :...: QOIia':.mu...........~.~.."'......:........~;;;.;~~...~t.."'~~;..;....._~..~.u...-....,_..._........_......._........:~........~.......::...m JfS. .. Thet)eclsllln.............................:;.....;:...;"................................................................,6 00 3.16 ~IcatFillda.............................................................................................16 . a&e:noN GC4.0.. OWl.,,'. RIi8POlIf8IBRJr... ...... 004.01 004.02 GC 4.03 00 4.04 GC 4.05 . GC 4.06 004.0'" 004.08 . 00 4.09 '....,l:1 1 I.". .""_<':-':"-', .' c.' ~ A/tIa............................__._-:-.................................................................17 AflpIo'1181S end. Ptf.\.. .........._..:.......................................................................... 17 Mllllegement end DispoeillOn'.,.IIir1 11'11............................................................ 11' CanlIlNclion AIfttdIno RaIIi..)'~lP~ttr..............:..............................................:.. 18 M "' by lhi COli...............................:.:.............................................................. 18' NdIIlr:a11clh of Default ........~.... : ..................................................................... 18. . .. -, ..,....-': <'-::.: .. .... .. '...... CoI'lllICtl:l. 'b Right to Corred II rl" ~ ....;.........................................................:.. 18 .. -~'Rigbt ~.ComIct.D'JCIt'. .jt_-~~._:;_~'~~~~i.._...~...m....~.~.............:....._._.:.._.~.~.:."..~~..:1.:, .".. :.,-.. '~:./:. -,-', .. -'" .. ..'" .. TMiiLlalklII ofCcl1ll1an ..Cli ..L>>..WO'...._.................................. 18 .~-fu ,- '["7' 11 HII.lJ t'" >c." I .,., '-'--,-- ':'" I I I I I I I , I I I I I I "'1 . I .1 GC 4.10 GC4.11 GC4.12 GC4.13 FinlII Payment liD COlllraclDr .................................................................................. 19 Tenninalion of the Contract................................................................................... 19 Continuation of COllh.clOl's 0bIigaIi0ns...................................,........................... 19 Use of PerformanCe Bond ..................................................................................... 19 SECTION GC 5.0 - MATERiAL GC 5.01 GC 5.02 GC 5.03 GC 5.04 GC 5.05 GC 5.05.01 GC 5.05.02 SUpply of Material.................................................................................................. 20 Quality of Malerial.................................................................................................. 20 RejecIed Material................................................................................................... 20 5ubstitulions ..............................................................._.................._.................. 20 OWner SUpplied MaleriaI....................................................................................... 21 0RIering of El<<:es$ MalllriaI.................................................................................. 21 care of Material..................................................................................................... 21 SECTION GC 6.0 -INSURANCE, PROTECTION AND.DAMAGE GC 6.01 GC 6.02 GC 6.03 GC 6.03.01 GC 6.03.02 GC 6.03.03 GC 6.03.04 GC 6.03.05 GC 6.03.05.01 GC 6.03.05.02 GC 6.03.05.03 GC 6.03.05.04 GC 6.03.06 GC 6.03.07 GC 6.04 Pl~ of WOrk, Personsand Properly ............................................................23 IndemnificatiOn ......................................................................................................23 ' eo. dlc,..b '$ Insurance........................................................................................... 24 General....!.:...........................................................................................................24 General UabIIily IllSIII'8nce.................................................................................... 24 AulDmobiIe LiabilitY 1IlSIII'8nce...........................................................~.................. 24 Aircraft and Walelcraft LIabiIIly Insurance............................................................. 25 Property and Boiler 11lSIII'8RCe............................................................................... 25 Property IftSW'lII1C8 ................................................................................................ 25 Boiler Insurance..................................................................................................... 25 Use and Occ:upancy of the Work Prior liD Completion........................................... 25 Payment for Loss or Damage..............................:................................................. 26 c....llao/Ol"s Equipment Insurance ........................................................................ 26 IIIllUI8IIC8 Requlremellts and 0unIli0n.................................................................. 26 BondIng........................................................................................................~......... 27 SECTION GC 7.' - CONTRACTOR'S RESPONSIBlUTES AND CONTROL OF.lJE.VVQftI( GC7.01 GelIll1'81.................................................................................................................. 26 T...tJI~.. 0PilI....C"<i.. ntI"~-'" .' ..... ,. GC 7.02 00 7.03 00 7.04 00 7.05 007.0& 00 7.07 00 7.08 00 7.09 007.10 GC7.11 00 7.12 007.13 GC7.14 007.15 '~".."....,."."'....~............_n....._..*..........~...........................~......:..........~:........~.,;;.~......~;.....~'"'..;.:.."..29' D8mag\Il byVehlcles at 0ltIllr~111eGt......;................,..................................... 30 Excess I.oacIinOOf Mo4or ~ .;..,...........................................;........;....;....,.... 30 CQndilion of N Wortdng ~........._.._.............................................................30 UeinlainiIIllRoadway$._ ~..;.,................................................................... 30 Access lID Propertle. AdJoi!\lIIIJ..Wolltand InterrupIior! Of UlIllly SeI'........... 31 Appro- andPemiibo ........................................................................;..................31 Suspension of~ ..............................................................................................32 Coi~..Rlght to S1IDp IIle WGdc.orTerminale IIle QonlnIct....................,......; 32 NotiCes by NCol~.........4..;............;.........._.......................................... 32 o~..........................._......~.:-.......:...~........_........._...........................................,;;-......._.....~.33 L/IJlilalIons cI 0".............;..............................................................................33 ~11tl1ng UpBelant.~. . ...,....................................................................33 secTION~"',~ AND PAYMEIIIT WarrIirtty' ...._.............'.......~...._.......~:...~_......~...........h..,.......h................._.......:..................~...~...: :33. 00 8.01 00 8.01.01 00 8.01.02 GC8.02 008.02.01 00 8.02.02 00 8.02.03 GC 8.02.03.01 GC 8.02.03.02 GC 8.02.03.03 GC 8.02.03.04 008.02.03.05 00 8.02.03;06 008.02.0.3.07 GC 8.02.03;oa 00 8.02.03.<$ 00 8.02.03.10 008.02.03,11 T....,CIlolIMI.1it ~.....................................~!<-......:.:...~.........._..................................u.......,,_........;..'..._~.....35 ~diIia....................................._.~.._...;~....._.;.......;......~.~.._n_.....................n................~.;..........;.....35: Varialiu.. in TlIlider QueI'llll!l.....;..........,..........................................................,..,35 Pa)i..a.............................-................-:............;..;...,....................:....._....._..............................~........~......:;........._.. 35 Pi1cft lor .WCM'k...........;...........;.......~:.":!.;~.....~............_..-..:............."'""t"...,..,..-.................-................~....:...-35 Adv8nce F'ayJnenWJor _-.,..,.......;.........................................t.................,."..36 CerllfiQltiorllncf~......... .\........................................................................36 Pn:lg-~~.-b".,,........\..........,..................................................,...;....36. c.....lIdiOO Of SUbcclI**t~ti~...'..........;................................................... 37 SubcoIIll-SfIIuIotYfloldbolclllt'IIJl i C_1IIicIte and ~''''''''''''''''''''';i37 CertIII<'IIIlc: ot$llb8la..... ~f!)I.jlllll~~.................................,.............w............~7 $I III I.*' ~~1Cl& ~tllIli811bltllnllll ~ StlIIutOry ~R.lrJJ..~~r...............;.............,.....................................38 Cet1ilfo..uon cI C<llitpl t.nn ......~.............,..................;................................ .......... 38 eon'" 11 In ~ IIld COli~IlIi.l:luSfllulotY ~ Ralllsl ~,.4 c.lII" . I ...................................................,.......................................... 39 _~.............n.;_............,................~~.~1O_...~.._.................................._......"'"..........~"'~....;~.;l'.'i.~._.~.......39 'ntilNl$tfOr.... hymInt ..........".......,.............................................:.....................39 '''-fOr ~OUI......and~.................,..........................................."1"7...40 0Mlet's Set.otr ..................................................................................................... iCO (I...t~11l"~1 . llJ.,~...11 (Hili ..J ...., I t I I I I I I I I I , I I I I I I I I t I I I I I , I , I , I I I I I GC 8.02.03.12 O$lay in PaynMIIlt ................,................................................................................. 40 GC 8.02.04 Payment OIle Tme end MIIleriaI8IIsis................................................................. 40 GC 8.02.04.01 0efilliIl00S....................................................................................................... ....... 40 GC 8.02.04.02 Daily Work Reoords...........................,................................................................... 41 GC 8.02.04.03 Payment for WOrk.................................................................................................. 41 GC 8.02.04.04 Payment for labour............................................................................................... 42 GC 8.02.04.05 Payment for MIIIeriIII.........................................................,................................... 42 GO 8.02.~.06 Payment for Equipment......................................................................................... 42 GC 8.02.~.06.01 Working Time ........................................................................................................42. GC &02.04.06.02 Slandby Tme ........................................................................................................ 42 GC &02.04.07 Payment for HIInd TooIs..............................~......................................................... 43 GC 8.02.04.08 Payment for WOrk by Subconlrlldors.................................................................... 43 GC 8.02.04,09 SubmissiOn of Invoices.......................................................................................... 43 GC 8.02.05 GC 8.02.06 GC 8.02.07 GC.8.02.08 GC 8.02.09 F'ma1 Aoceplance Cerllficate..........................-..................-...............................43 Payment of Workers............................................................................................ ..44 Records ................................................................................................................. 44 T_end Dulies................................................................................................... 44 . liquidated Demages.............................................................................................. 45 QIlI$~CG<1.'nufO: U:l.'.1 ....,. TIIIIU' ClolIMI*. v .~.I . ;--, I , I I "- I I I , I I I, I I I I I I I I I I I I I I I I I I I I I I II I, fl GC 1.01 Ontario Provinclal Standards for Roads anctPubllc Works s-,pl.a1Jlll;w 1819 GENERAL CONDITIONS OF CONTRACT SEC110N GC 1.0 . INTERPRETATION Captions .01 The c;aplions appeering in these GenefaI ConcIIIio!lS Mve been ineerlIed as a mallerof COIwenlence. and for ease of t4ra.811Ce only and in no WIlY cleIine. limit or enIlqe.lhe scope or meaning of the General Conditions or any provision hereof. GC 1.02 AbbJevi;dions .01 The abbrevialionson lhe left below are conomonly found in lhe Contract Doc:un1enlS andNPresent lhe organizalions and phtas51isted on lhe right "AASHTO" .ANSI" "ASTM" "AWG" "AWWA" "CESA" "CGSB" "CSA" "CWB" "GC" "MOE" "MTC" "MTO" "MUTeD" "OPS" -.OPSD" "OPSS" "PEO" "SAE" "SSPC" "Ul" "UlC" GC 1.G3 -American Asscx:;laliorl of State HIgIIway Transportation 0fIlCiIIs . Americ:an NalionaI StaI.daIda Inst/lute . AsrteAicaI. Society fOr Testing and MaterillIS - Amelican Wire Gauge . An'..lcah WaIer Worl<5 AsStkJation - Canadian Engineering Slandards AsSOGiation - Can8dian General Standallls BoaR1 - Can8dian Standards Associatioh - Canadian Welding Bweau - GetI8l'8l Conditions - Ministry of the Envlrotu.1llnt (Ontario) - MiRistry of Transportation (Ontario) - MinlI1rYofT~blIion(Ontario) - Manual of lJniklnn Tndlic ConlroI Dcwlces. published by MTO - Ontario Provincial Slandanf - Ontario Provincial Standard Drawing - Ontario Provincial Standard s,.eclHcation - PI.lfn sloil81 Engineers Onlario - SocI1lly of AuIornotive Engin8lll1l - SInIc:tunII Steel Paililillll Council . UnderMiters LabOlatolies UndeIwriIers Laboratories Canada Gender and SIngular References .01 Reterenoes ID lhe masculine or singular throughout lhe Contract Documents shall be considered to include lhe feminlne and 1he plural and vice _ as 1he cor,text requires. GC 1.04 Defhlilions .01 Forthe llUIlloses oflhls Contract lhe following definitions apply: AcbI.. Mea,urement: mMI\II 1he field m s lillllllll8llt of that quantity wilhin \he.lIPIlftMId.iimlls of lhe WOI1t. "'1 0I'll.....0lW <r ""CeIlInI!I-'.1 1 r1_ AcIdlUonIl~ meM$WOIt notpnMded for,"~CoIItnIc:t a'ld not'~by"'P41111a<:t AdrlllnISlnItOrto be eswif-.tQ the nUlr...IotYOOlIlJl1.1I,i1otAheConlr8c:tdlinlls b.... ttedscope. .... SaM; mEl8IlS a l8yerof~ of IIp!ldfied type andltllC:kl fit pIIc:ed immedlalel1llelow the PlIvement, driving SUIface. flnlIhed lIf!Il!e. CUIb and gutter. or _11_, ' C41ttlfttate of Sub-.Ib-tCompletilln: i.... .. --. lJ .iIsued bytheConlraCt Adminioot,., In aclOCIidl.a wiIh t:laU$e GC 8.02.03.02.c."ltoIQ~of~~~ CclI'~IiolI. ~of SUbsIlohtW ~: meensllie.,. 1 .issued by the ConlIact ~A.. at $uti IlBn1ia1Pe1forrnslce. Cblnlge.~: ~any Wl'iIten~~by. Qvmer. or by the ConIractAdll4..kl..... ~~$() auIh.,.ohiwd. dinlcling that. Change '" the WOil or. WaItt be ~"...d. .;t:: . .... . .. ... ... CI1angelll the Work: . means the 11118111)1I. ~fIlcll! I I. deer I! or aIl8IlltIon of lines, oracses. dillMl1 110/1$, quantities, methods. d_..lngs. Sl~Il.'1 i~. ~ IIUbsuIfac:le. ......or olher~.. change$l!'l the Ch8I8aIIIrof.. Work.bedCllteor". ....... of the Work or part1her8of. wilhkt!theinlllndecf~.ofthe ConlnIcl Change Order: .mems a ... amendment 1IlI the COl~~ by the c.....04- and "Owner. or the Contrect AdmifM.k>o i ~ l!OaultloriIect.~ ~~ I ChanQe in tbe WQfk, Eldr8. Wolfe, AddIliQnaI Work.anlfchanged Sllb8llrf8Qeoor.~.. 8l\d 1l1lthhing 1hebBSit for payment 8IlII~ limu":.. .11 for the~ of the Co..II-tTlme. . ~ c...1Ificate: meens the QII1iIk: II! isSlIeltbttheQll,llI...:tAlfininllfralDlaClOi.lPfelIo,.n. Cot..tl~ 1Ile8n$. forthepurpc.esof. andwil1lln!Jtitp"j.ntlVofthe ~~and.satilty. Act. R.S.O.1990. C.0.1. "lmendechlnd8mel1dmentll1tllileeo..the c....-k>o llI!ho executea" Cot........ . c...........t. meens 1he ~ by the Owner and~c...' ~A 1IlI peIbm their~dulIIIs. l'espoI...IUllil\llllnd ~. flRIscribed In.... Cui. La ~ Cotw4l(;l ~ meens theJl8ll!Oll. plIlI.."'......or~, dnljJ1..d by the ~tQbe the 0WneI's repmB 4loIll...for1hepul1l.".I. of1he C.:l..L;r' Cotltl_ 00cuIlMnta: .i.meM the~., ......>_.en.the Owner.. the Cu..~..the Tender. the ~I ~ of Contnlct, .... ~pl.J~",~", Condlll>rlr.ofCui...... SIIIn_.'" ~Il>. Special ~ CC:lAlr8ct~'" irIcoI1lOI'llBd ill a Cu.,b""'. ~ befonl1he exeeIllIonof tbe Ag!8IIIWlIlt,1UCh olher~..1IllI)' be.'" i1ttheAgr8ementa'ld sUbseqllent8lll8l1dman1stothe Contrect Doc:l.I1I8MslI.l. q'~IJ'" tQ the pnMaiOn&"of1he ~ c..I...-a Drlawings:or CoIww Platts:meen dl~.Ol' .... any ~hnIcaI Report, any SUbIl.IIfaca.RepQrt andiothet reportsandklfQnn8lion~.Ii... bylhe Owner lilt the Work,iW wIthOut .Iinliling the ~~fJlaYlnc1Ude 1!Oll.~".~ Jlllfin /!MI~IJIPOI1S. 1'lWI~'9 steel WtilcfuIeS.eggtegIlB SOI/tIMIlIlisla, Quen1ily '3ti.... ~~. .~c,~ and standsInI......Jlngs. ~t"...:. .lIlI8n$the lime ~ InIleCol.~ for Sull6ta.\tilIlIP8lfom_.of~ W<lr1<, ~.ny extIIn8IOll. ofCorllrllC(TIIne made.". th$.Contractt:li:lcumentt; ~,means ....person. pednetshipi or ~~.. Work.. lChIIltifled jn.the AgnlelII8IIt . ~.lllL l....~. ...uI\YcompclI\e!tltoflhe.........~ wII dIlIIylhe<<!ll~.tlt!llof. the Work. < . .. . .. ... . . f'I8it 2 OPS.....c:u II<t "c.IlIIIlII.~' ... ..1 ..I I I I I I I I I I I I I I I I I I I I I I I I I I I , I t I I I I I I I Cost Plus: see "Time-and....,..... CutoOff Date: __the' date up to which payment wII be made for work perlonned. Dally WOrk ~: mealt daily Records delaiIlng the' number and. . go.ies of woIfIersand. hours WOI1tedor on staIll:lby; types and quanlilies of Equipment and number of hours in U$8 orQII standby; and deScliplion IInd ....81 of MateriaI'diH?A<I Day: means a calenclarday. Onawings: orPlanS:.mean. any CQIIttact. er-ings or Contract Plans or any WOrtcIng Drawings or Wort<ing Plans, or any ~ of dla4"1l1S or plans pertaining to the' ~ Equlpment:lI\lllIIlSaI machinery and equipment U$8d for pI9paI;.1g, Wl.lc4liI'll. conveying or erecling the' Work and no...18IIr fIIferred to as conslruClion machinery and-equipmenl . Estimate: I'II8I'IinS ..,tleIi'c>n of the' qIianlity or'COllt'Of-theWork.gr~lt lIelJeIldin9 OIllhe CQIllext. Eldta Wolle .11lI!8Il$ 'M)rk not provided for in the ConIract as awaRlecUM considered by theConlnlct AdnlinI$traIOI'to be IIllsentlal to the ........~-y ...:IIo'41e1l0ll of theeoract- wIIhIn"illIilIIldlIdscope. including unanliclpeted 'M)rk required to compIywilh Ieg'T'-lion and Ag'...-.which afIIIctlheWork. Final A~ c=.1IIk"': muns the ..eI1irlCllla issued by the Conlract Ad/lIlIIislI8Ilat FInIII Acoeptence of the' Work. FInall'WHBlI":UI,~ means a _~Iete evak,*" pIepIH1ldby the ConIract Admlr,"~ ~ . the quantiIies. unit prices and linaI doIar amounts of as items of work cOh,t.lI under lheCoolh"" including ".iali<lns in tllnder items and Exlra Work, aM as set out in lhe Same genecaI fonnas the'1t....llhIy ~I~ Foft:e A/;(ount: see"Jlme and MalIlrlar. Geotechnlcal Report.. means a report or other itformation identifying soil, RlCk and ground water . COI.c:filion$.lItthe -.Of:anypropueeducavation or fiI. Gnlde: mans lie required el&1I8Iion of that part of: the work. HandTooIs: means tools that are COl1II1lOIiIy called tools oril,1PIemec1l5 of.lletrade andinl:lllCle small power tools. Highway: means aCOl'lIl1lQh and public highWay any part of which isinlllllldlld for or U$8d by the' general pubIk: for the Illllfgllof WIhIcle$and inclUdes lie ... beW.aen the .... JlCI'PIItY.1nes lhifeOf. Lump $11m 1tlIm: means a tender item indicaling a portion of the Work for whicIl peymeIlt \NiH be made at a single IiIlndenld priCe. Payment is not besed on a mBl11l'llCl quantily; __ a qIianlity l11llJ.be given in the' Conlract Documenls. lIIiJor*",=meansany tender lternlhat has a vatue.caIclutated onthebMisof ilII aclUlIIor ~ tender quanllty, whicheVer is the larger, multiplied by ils tllnder unll price, which isecpl\ 01'91... thIIn the' ......of. a) $100.000, or b) 5%. of the'tlU/tender vatue caIclulateCt on the' basis of lhe '*' of as the_. r11d!jnder ...... and.1hIi! tender unit prices. Materillt 1lIlI8nB.. II'" mechlnert, equipment and IIlclures fonniIIOpartofthe Woltc. qPtI~QD 1'~ .....ofeor..lt...1.1I .... ,. "'3 ;. .000000IIIIIIllSlfIe__tolfle ~ far wI1am.. _Is bIling ~"kI.I,_in ttl4l ~8ndfr'Cl\_.wllhlfle same."...niIlIJ MdcilllpGfl;-A!IlhOritY". . Pav"'*lt: means. ewellLIlI CQUl'SedrCOUlWS~,nlIleRoedwayand o~l.'JIi!..of.....~ ~~cetj~IlCOl'lCl"'~P~CllIft!IIll~ ortllant or Rl8l$1l'IIltIId~; . ....... perfonllimce8olld: IlIIlIli1$the type of ~ fu..~~.. ~ to~~lof~ Work in acoolldlilllce WiIh lfIeConttaet and to the 4llCtIlI'Itpta'''ililIlf In .. bond. . Plan QtI\1'...Utt:means.....qlIantity 8SClQRlPllted fl~Wltlill:1he boundary lineS of!i'le Work U$ilownin the CollliaJ.t.PocumenIs. Ptojw.'t.' ll1eanS the conslNdicln oflfle'Mlik;..oou.t...,f' 1 ulby this Conbct. . Quantilr"means alistoflhe qIJ....ofWtl1c._doIle, Rate. .-.... I'Il8lIIlt therale d!l ....ed by.....'111 .d FIIlaIlCe of OIlfario'and iss!*libyt_ -uatJlefmm,theOwner. ..... . · . . ;-:-;,?~t . '. __~_ ........_.__.._ '.'_>_'_'_::"_'_"_' '.' ...:" .... .,_ Reconte: . .fIl!IIII'!. _1xMlb.. pIIyIllIs.. llCC;lOU!II8Q1"'....~1lIIioII whichrlllale 1Olbe.~.of:._. ~1n...WClrkorcllimlarising:....Ml~. ...... '. Roadway; meens that _ of the tflgltwey dallJMd<Cll'lIlI!l!tIr far... by __..,.~ inCiudeS lhe ShQulders. . .. . ~lder: ~thatJlCllfiClod lIle~\tet~II\._1Iiftge d ",~"".-tlle.lQp ~... oflfledll:h or" slppe. . . . . ~ Proviislons: meIlIlspec:iai dK~ .ClOl....,.,~.II.6nlS p"""-. to !he WOrt StandaldSpecllkJ,lIOi1: means lIBIarIdal'dPfllldfO,.,q died _ t1ipn"~.ilbyllle~; tot ~li~of"WoIfc. . Sllbb...:i'nllens alayerofmaleriai.of epedfild ~.lJI.,f.ltii!llIIiI.1 Ui/lIeII 1Ie$ubgrilde........ SuW."lb......means .. petSOn, paI1l18lSllip or ~.~J1llft .~ .. 8l8!!CIIlIon.d. PI!lt of.. WClrk by vinue d8ll ~ WIlh lhe G:illll....... . "'-<b'. '. . . .... . i'. .... <. ..... ~: means _ EI*fIh or RICk SlII'ftIce, ....., lnQlt or fill; as PAl~J, 6d to sUppo,t 1!1e8aiie. i 8ubll . } and PBwmenl '~~'.--..' -:'.' .... ....-.'. .' . . .,.'\_..... ".:_>'_:C:;;:;-,i ..... ':. '. ."'. _'_'. .... _..',.."_._, Sl.beurface Report; tnll8IlIa repartorC/lhtt1nfom rt:~JlfIRfIJin9the loc:alIclnofut8el. eohCI.IU and adjacent Ifruclunts and pIIysic:aI obstNc:tilln$ which fljIf wilIIIn lhelnlluence of the Welt. . '''' J,"~ .means" Contrac:tor'lI8UIIlClrized .., e' 1111, e in JeSpOIlIibIecl*lfl of the WOIt. Tender:' 1l'I8lIIllI8IlClllwin wrIIiIIO froryj the CoI.~. .... "1 If in lhe format JII1IM,ltlid Df lheowner, to eomf-bttllle WOrk. Time ... -.. Fiat means 0IlSls OIlIcltTlI It ~"li ...... GC 8.02.04. PIIyment tin . Tlmeand MalelisI8IIIis. WftM."CoItPW. and "FoJoe~...UIIICt_....llawtthe I8Itie mlll~, _-;'.,-,f~ .... 4 'fI'a....'.II:1 rr" _~~t .' r If_ . -,.~~ ,..1 i'l ." ! . I I I I I I I I I I I I I I I I I I I I I I , I I '" , I , I I I I I I , UtIIll:y: ~ an 8boveground or underground faclIily maintained by a 1IIlIlliciPBIIl. ~ uIily.*Ithclrily or reguJated aulhorlly and ~ services such as sanilaIy sewer. stomlsewer. wat<<. ~ic. gas. oil. steam. datil 1ran8I'li.,-an. telephone and cable leIevlllOR, Warranty Period: . m-.s the period of 12 months fIom the datil of Sull&lanlilal~lCe.Clr.$IICIl lOnger period as may.be specified for cerlain MaIeI_ or some or all of the WOdtWhele a datil of Substardial Performance is not established. the Wanan\y Period shaI COI'IlIl'I8RClt on the date of CompIelioIl. WorIc: means the \IotaI conslnIClion and related services required by the ConIrac:tLloc;u!nenls, _Icing Anta: ~aU the Illnds andmements ~ or acquired by the Ownerfor.<*I$InJCtiOn of the Work. Working Day: means any Day. 8) exceptSaluldays, Sundays and steIutI:Jry holidays; . b)' 8lcl:8pt 8'Day as t\eteniliitedby'lhe CclnlriiiICtAdniinlSlralor;'OI'l whicIl the~.""1S prellltllted by , incleMent .re..,..or ClOl....i$I8BUIling~r . 'vt.....t...m. "...1, ~C.'''''''''Ca1llOllll1ll ~... For" pUIpoltf of this deIlnIIiori. this will be a Daycbir\DwIlIcIJ th6 ~ll.~cannot PIoceed wilh at least 60% of the IlllITIllIIIabour and equipment fon:leefr!lClt..... .~.on the eu.dl\llllng 0peIati0n for at least 5 hourS; e) except a Day on which the eo.dlaCIllc is pr...ented fIom proceeding with a c......1lJ Operatior.. as <letefmined. by the ConlractAdmB_alDr by reason of. i.any bleaCh of the Contract by lhe OWner or if such p1e.w1lion is due to lheowner. another \;Ut......... hired by the OWner. or an' empI1lyee of any one of lhem. or !lV.anyone.... 8l:lIing on beh8lfoftheOWner. i. on-deIIvery cI 0Wner..1pplied ..ialerials. iii. any cause beyond the reesonable conlroI of lhe Cot,lrador which can be ......4iated by lhe Q)o~actortolhe salil,~. of the ConlraCtAdn1irlitlb..~, WorkIngD...n,gs:ClrWOlldng Plans:' means any Omwings or Plans prepIII1Id!lVthe eu..u..rforthe exllCUIion of theWo$and may. wilhout Imiting lhe generally thefeof. include flln :JOrk pfebs. Roadway protec:tion plans. shop drawings, shop plans or erecIion diaQjah IS. GC 1.05 Substantial Perfonnance .01 The 'NoIk luul$l8Idia11y ....fol..'l8d. a) wheIl tile Work to be peIfonned under lhe ConlraCt or 8 Bull IIJ .ual1I8Itlhereof.isftl8dy for use or is being .. for lhe purpose inI8nded; and b) wheIllhe Work to be performed undetlheConlraCtIS' 'a~ of comptetionor.whefe \here is 8 knoWn d8(ec:t, the cost of conecliol.. is not more lIBI l 3% of lhe lirat $500,000 of the Contract price. i. 2% of the next $500,000 of lhe Contract price, and Ii. 1% of lhe beI8nce of the ConlraCt price. .02 For the pulpctet of this Contract. where lhe Work or 8 substanlial pad lhereof is reedy for use or is belng used for the purpom illllnded and the remainder of the WOI\( crnlOI be. CClmPlatad 8lCJl8!i1llo!llly for reasons beyond lhe oontrol of lhe eo.lb4Ctli or. wIlere the Ownel'.', and the c......ctof agree not to comJlI* lhe Work expeditiously. lhe price of the ~ or materials nlfIIllinIng to be ~~ and nquinld to complete lhe Work shall be dedUcted from the eo.dlad price in.de'. rmiling ~.... Pedormance. OP$~C:a '" .u(ec..., ,I .... ,_ "'5 cae .... ComIIlltlaft .011be Work ... be deemed to be $Uppfiecf to .... WoIk "'*' .... price of /llCH'e~t,be .....,Clf. a) ,1"'Clflhe:~pr\CIl; or, b} $1.000. ' , Gc1.G7 FInlII AcceIlII,," .01 FIlaI~"'be deel'l'll!ldfo best.of.... ConlnIct~ work."'Ila~aI of.... cae 1.08 tneerpr~Of .00,JJIe 'IIIllIdI "lM:mfl/-W'.~. ;:.::~rJ m.y", or WIlI'dI of Ice ' , IleCI .Tff1ror~',"aIld COIlW/lClclel!lt1 ~'~".IU 0lherwIIlL ..... . _senIicet or t' . ....18 8IlalI be cleet1Je4 to '-last . ,~I~ of. known derect or last 1IUppIy Is, not ..... CGIw..t Adminislr8lDr is satisfied that. to the , JIll.... the CoI....cb lias rll'\tifled II imperl'ec:l, otJ'II.II~IUAdertheConlr8ct. ' ... . ,"coI..... nee: II r. "dl.~. ~. .... "-'apflRNII of, dll-hod, ftIqUhd, ClClI1 l'lred or r Ir~ III ,I to the Col.... Adm/n..... UfIIeI5 the \ ........CCq.~ .1I000000000"t _ 1_ 'I' -": -, "I I; . 1 , I I , , , I I I I I I I I I 8IC1'ION GO z.o - CONt'RACT 1)()CtJMeN'J'S' GO 2.01 ReIilnCe 011 ConIraCt Doc:uInINIts .01 The OwneI'W8I'IWIIIS..thatltleUOl'lIIalion fumisIled irtltle ConlnIctPoeumenlS ~bJl.~uponwith ltle folIow!!Ig ~orlMCepIiQolS: a) The IQcaliclI\Cl'" nlllitlfilJe wldwgjoond uliIIIles which will affeCt ltle Work WIll. tlt 'lII1I:INn to a ~~ . I. 1 III boIiZllll1al and ii.O.3m~ ~) ,..... 0wneI' does rKlt......1l1t ilitelpl\llatiollSot.da1a or opiniQll$expressed in.llhY .~ Report au I~t~..for the perusal of lie Cui.tlactor and exeIIided flamthe 00l.u..t00cuments; and e)' Other alUt..atioIl specIli(lIIIy 9'(rlt~ flam lhI$ wauanly. GO 2JI2 OrcIerof PNClI...... .01 In lhe ~ of.my....siw-.cy or OOlllllct In the COlltents of Ihefoll:lWlng ~. .suet! documenIS shaII_ ~lC81111d govern in lie fl)IIowing 0RIer: a) A9teement b) Addeilda C) Special PRlJisit),"lll cl) ColIlI8ct'~ e) SI.~ sv.. ~"..,. fl TeftC!er g)SvprlemeI. Genen!II (:or.diIioI1$ h) GIIneraI~ i) Wedcirlg [)I'awillp Later daIIlI$ shallgovernwilhln each of the aboIIe. & go.ies of doclIlllenls. .02 In the event of any ~..... amlIJl9 or irlCOl'lli 1 '101 In the iulor,1lItion sIlown on 0I-4119S. theu fl)IIowing JWes..... ~ a)tlll'~l$lItIC!Wn" figuRl$ on a-tlnIwlng ....govem where they dilrerfromdli'lIN-lSscaIed frQm the...dl~{jne: b) tlr8wIngs of.....lCIIIIIshaII govern _those of llIlall.r seale; c) tllllaIed~'1I1II! govern CMII' genet" [)nIwIngs; and cl)0l_'- of.....r.. shall govern CMII' thOSe of an...... claIe in lIlIIlIlII'IIe aenes. .03 In' tie event-.otany ..COt'ltIiCt in the contenlI of __If 'SpM~IS. the ~, Older- m precedence ......govem: -- s) Ontario ~ Sb,.....d ~ then . - b) Other Stall"''''Spedll"~.. eudl as thaee prudllced by CSA. CGS8.ASTMiand.. and refalenced in the Onterio Paw/lldal $landInt ~itJtlS. .04 The ConlnIct 00C!lIneIlts- COInjllBldlllllalf. and whIIt is required by.my.one shallbeasllindlng 8$ If reqIIIred JJV ... .' . . (III$.....~ A' l&.rc...ca,.1 Ul ,...,t_ ..... 7 SEC11ONGCU.~~1 IItl1Ml'IbNOFlHE CONTRACT oo3.G1 Contnlct~~ .01 The Corlhtt' AdminIslIatDr ".be II:!e ~ ~ dtIing. ClOIllltiuctian_ UIIlIIII:!e . lssu8fIceot.. ~ CertiIlcIliJ Clr1he ........1M filaI Acc8pfanoe Cerlllic8te whlcttever 1$ later. AI inItftlc:llDns '> llle ConlnIclDt lncIucfI!It........ fItlm llle OWner wlIbe' __ by the ConlnICt AdmInistraIDt. The ConlnIct AdmInlstliIIflr,. Mve llle auIttOrlly to tICt on .beIlaIf clthe OWner only to "eldIIntprovlded in 1he ecnr.c:t DGcuttiInlB. .D2 AI d8imt. -'8nd oCher 17 .. rt inquUb~~.='> 1he JlIIlfonMnce...the qulllly ofJhe WOlIt or.. ~ of llle ConlnIict DocumiII'llI: ......ftned '> 1he Conlract~. . . -,' ,", "-',.' ,', -', . -' '" -::', , .03 'TlvJ. ~ Mmililh.4Al/ wlI inllpeQ ~ WoIl<t,.._~lltfwllri"planIencI~.Il~J.... 8!'Pto~1I:!e '*1111 y dalIto __blllfl,~qH mill "'*' the'~"'1O'.orlilflller: _~_llJlitprqaOf'> lIllIIIr<<_n 111I....-lIlJIi".aueoftheWl:lrkOOlllll'UUlin1he...of :(~_JlI!CeQol~ . "'~.,.-.".-:_-.... .:.. ',_ c' ..... .......-:'.,.-:::':...:..:: .:..... ,,_ .....-,.,:,:,':_....'.. ,:, .." '" ,,', ,," ..', .... _,.'_",'.-'._: .04 ..The COfllIaCt Adtli~~ll.r will ...."....the ........~.to the eo...... ~f!le~.II-~ and wlI ..."",. .In for JlII)Dlllo4 in aullIItmllUl. .. provided for ins.olloi. 00 I.e. MUfuremantancf~ . .os Theco,......AtImti........ wiII.r llftlllllapltollry." --and..~..~J*'" 1I:!ec........t.ts ...11 li/.ll'l$ sucI1lullop d....n... ~... and ",,1Jl/tII In ..~.... ',.4_ "~DclQtmenls. ;06 'TI1e..ConlntctAdr.,i..... wiIIln'Jutla.... "llt'fD>lf'"I ... in ~--or..YVork ....by...~.andil8lle...OIll. J Il".l,l~ . .01 TIleC<lltr.. A4.il.~.wi11 prIP...QlInel,Qij)c,,..8ndClt!lnge ~ . .08 Upon.... au:i1UUDllby" Caflbacl$. .. OtB"~J\III'*tildl L..and 1he Qotlll.'*" wlI joMlJy CllIldllct an It........... of.. WOlk to ~_...... "'...or ~1l1"-1"" Pe<1b<<.1IlI';;'" ",.. Work . and/or the dlIle of c...1ljl11'llh of'" Wolle. .09 The Collllod Admir...... .. be, lit.. ..iii Ll';"tIle inIIlPlII rot.. e.._ ~...ll!td .. jIdge of the Jl!lIbmallca thanIlIndar by b-.n*lI. to.. eo....... 1MIIp.11illll~1Ii end dei:l"~-. 01 the ConlnIctAdmll--. .... be.. ~ 1 1II'W11h" intentcllle CClLLIOlO1t Dow1~u_(h andintrllldilg....'UI.la.'1ItheConlract......4fIUllr...nOtlhow V 'if '11yID__., .~., .10 nre ~l1lod Al:lml.... Will have.. "'*_JI'M .jllt pert of tile WOrk Of tt,.,.1aI wbIc:Il ~ 1 notCOlltOQl. totheClll'lliIid DcIoIll...... . : ".< .' ,11 Oahctiva WI:lrk,..... .. AIIUI clpoor """tlii1lr U. .- of .JU"'.... ~ilItf, " dlmf1l1 ~.olhar actoromillllioh ofN_lIi i~ ~ and'whatherlncl:llpotallll4 lit lIleWqrk . or not, which.......tj CIllO br" ConInactAlf( Irlf J ,(.. f8IIIng to OCllfol11'l '>'1ha Col'lINIllt QocIaftanIa shall be ....'*" Pl'OftI/lIIr fftlm lie 'IlOltt by .. c.......... end ,.,.,... or.. Il 11 11~ ~ . pRIl\....... ......caWlth the Contract DocUmlllllUltno ~ COlt to.. 0Wrler. . .12 My JlIIIt of lie Work 'I lo,..d Of 4atnaged by .. .....ti,L,.... ~arlllIl" or ~.... be ... good. pnlIIIJlIIy, at no 8dd111.l>lIII COlt to tIle'OWMr. .13 f..in" oplnlan of tIle<:omractAdnIi J h . " . II nottl~1~ toODrNCt 1I1kllllw WI:lrk Of ~aot i*Utned in ~.. wiIh ... c.... U.,t ~ 1ha Owner ...., cI8duc:t rnxn malUll llItllfl I1'Jr_ to1he eo...... .. dlL"...:. in ..1111 'II8l'I ... WI:lrk. ~1llICl"" --fortlr...ContnIctAdl....~...~ " , ;""~;; .~ ',',.,', " ,...,.,-............. ',', .... ..1:1:1\' IPI' .0000iLll.t.1 1.nln ..... . 1.1 -- I I I , I I I , , I I I I I I I I I I I I I I I I I , I I I I I I' I I I I .14 NotwilhSIllndin any jnlpec\loil$ made by the CoIIlr8Ct AdI..lulllt>.... or the iSsUanCe of any ceriiflcates or _ making of any payment by the OWner. the falI!n'<< the CoIIlr8Ct M......cdl:)(1o reject any defective work or UlIteI iaI shall not constiIule ecceptance fA Jtefe ~. ~ or MateIlaL .15 TheColllr8Ct Administrlillor will have _ lI\lIhOrity 10 ~1IIy SlIIP8J1Cl _ WOJkfOrsuch reasonable lime as may be .-wy to facllbW _ elleeklng of any pOftionof the C.....lIlW;tor'$ conslIuctiOn. ~ or _ Inspection of any pOftion of the Worl<. There shall not be any ex1ra compensation for _ suspension of work. GC 3.02 WOIIdng Drawings .01 The c...,dl4dDr shall arraoge for _ preparation of clearly identified 8IlCI dated W...killll~ · called for by the c:o.ntrac:t \)!lCumenIS. .02 The ContniICtOr shall $l.!bmIt WorIdllll DraIllfngS to the ConInICtA41........with reasonable promptness and in onleIty sequence so 8$tollCltc;8uie deIlIiY i1ftl1e-Worl<. ..If.-the'Co.dl........ or the ConInICt MriIilM,4,( so requests they shall jointly prepare '8 'schedule filling the .dalesfOr submission IWId return of WoI1dng Drawings. Wortdng DlaWIngs shall.be.sullnllllll4 ill Jlf\ntlI<ifOlm. At. tile lime of submln',n the Cuodl-,*" shall notify _ COnlraCtAdmt.......lnWlltlng of any del.iations from the ConInICt requiremenlS that exist ill the Working OI&Mngs,. .03 The Contract AdmlnistnidDr will revieW and return Working DnNrings ill acconllno. with an agAMId upon sc:IleduIe. or otheJwise. with rusonatlIe promptness so 8$ not to ClM8 deI1iY. .04 The Contract ~.adoI's revieW will be tochlick forOOlN.1lIty to...~<lllflOePI...,cIfor general anangement.onIy IWId such feV/eW shall not IeIIeve the c....~ ofr~fOr errors or omissions ill the Worldng Drawings or of r~1IiblIIlY for meeting aft reqt.IiI~ of. the Cuolbact Documents unless a devia'1ion 011_ Working 0rlIwings Ilas been appnMld ill Writlngby the contract Adminislralor. .05 The Conlraclor shal make any changeS ill WOItdIllI 0l...,.1r\gs wtIidIl1e ContractAdmll~j"'may require c:onsIslenl with the Contract Docl.lmllntS. and resubmit unless otherwiIIe.. din.loIIId by the CooltJact Adm/niSlnIlllr. When RlllUbmilIing,the Cc:dl...Aor sh8IIllOIiY the~Adl.oildl""" in. Writlng'Of any 18\II&loi'l& otherlhan those reque&tlIdbytheCOnlraCtAdmi.oildl.... .06 Work related to the Working DrawiI'Igs shall not proceed untI the Wodcilll Dra.\ilr\gs have been $igne<I and dated by the COnlraCt Adminislralor and marked with the wonIs."ReVie.lI8d. Peon '~TiDn to construct granted.- .07 TheCUO.......lOf wi keep one set of the,1WieWlldWOIlcilllDrawings; lIIlI!lIedll$ ~ atthe site at an times; GC 3.G3 Right of the eontract AdmIrAhAtor to ModIfy...... and Equipment .01 The Cuo.b..ctor shaH. when requested ill WIItlng. rnak8 alterationS'iII the metMd. ~ or work force at any lime _ ConInICt AdministnIIOI' considerS _ Cuo nctor'sactionll to be UI1lIlIfe. or damaging to I!itheI' the Work or e.cIsIiIllI W ~r:' -( or the enviOl,menl .02 The Cuodl...Al)f &tI8tI. when NqIIllSted In writing, alter _ sequence of its opewatioll$ 011 the Contract so 11$ to JMI/d 1Ilterfenml;:e willi worlt being performed by others. .03 t~itll_idIng the foregoing. the Cuolllactor shall ensure that ab.wlIIY satetypnlCllUtiOllUnd plotection _1'Il8Int8Ined throUghout the Worl<. ~....oo,.Jhl _"~.8.1 .iIler1_ ..... t GCaM em....I\OV IllU 1J .. 7. .01 ~CO!Ilract~"_hls"rightle> ~,,"_Ilnce of ~ ~1ilI~n.and. wh8tISUdl811~ IilUalIon is -lt1.1 uedto~lhe Contract Admklislniiklrmay."Wtlh9 ~ Ie>....don le>ren .eIrUte ,.......-CO'lIIactu. ckIes!1Ot """ fln'lelY ~ or If \tie .eo......... is lICItlM1rr~ lheConlract~Ii.... may dnct olbens Ie> rernecly_IlIU~. .02 Iftlte ~tibllllion wasllle faUlt of"~,I~'''l\!IIllIdI8Iwotk_ bedaneatlhe ~ lllCpenIIe. If lhe emerg&IlCY '~"IUlCltlhe fallItof _Coo........... "'0Wner will payforlhe temedIIlY<<ll'k. GC~.ll6 Layout .01 TheColltkaGt Adm/IlisLN w111llOV1de ~ III Rile '~' beI'Icblitlllkj,40.Il:.oforthe 98lld~n. , :.~lI'Il8I\t 8lld 1IIf.jl.Q.n OflheWclrk. The ~,"be"lIf'JllI1IibI& only for the ~...oflh9 :~.~bylheConlractAddli"~; . . , ... 004$ wo.ldl.v AnJa -.~" .01 ThecO.lllt4),'.~. ClIIIcIs.. ~ .;~., .tInJcIUre$1ll'ld.......tor..... and equipment _begR)Upedin a COIUpIICt~~. t!ndmeirltlined in .,..AIIldo,_tCOl'ldlliol:t atalltiiM$. .02 The CoIIfnaclDr IhaII.COrlfit.. his ~ ~~IIi1f"tD1Ile WGItdlIll.AnIe. Shoulcf.. Ct.u"~ requ!re'n!.l'UPIIQ!IItItIn ..tIlOWn on the ClI.J~ f.t~ItIUoo.the CGiili..... .......... '$JCh .,.. lit. ~,lItl.JMI_1e> the Owner.' . .03 The CoIllraGb .,.... not enter UJIOII(JrOCilllpyi~""" ~for wny' ~.llIlIesJ the CoIIll11c1ilf~A!c:ei.ed priotWlillen p.,... II I kif '"""the ~ wner. . ~ 3.07 ~lSIOn ofC........U.... ". .01 IvIJ1PPlj,lllllortftll':an.,.l8lo..1 of ~..,.I/lI!:""ril8de in wt1tln8.I.ly.the ~...ciOf!O the ContractM.QllM~~lSaoon IS ..JllIIdfllr......_~ beCl),neu,,"'ltand at....'5 ~ prior to _ ~.iJIb') Of _ Cclnbc:tTlnle. The.t,~",~ for an extenIlaI. of COlltllltt 1'Ime1hall ~..... nil 110" end" ......of'l.r,~ n ~....... .02 .CiRlunl$lanoetlltlllll6le for COll8idlnllion of an Ii .,ntla.'f-'ContIact nrne.lnc.fudelletQllDwlng: a). Delays; See~ GC 3.08. . . .. b) CblInges 1ft theWQdl; See.. OC 3.11.01. e). EldnI Wo*;, See.. GC 3.1'.G3, d) Addllional WadI; See...... GO 3.11.03. .03 The.CoIl116l.l ~ wit. in 'OOAIIidclIIng,IIIIt~~IIJ>,. for an extelllil.ln Ie> Ute ~nm.' ..._ ~~ the deIay$.. CI~.. in.....EldraWOrk or ~lllI WclrlC"~a c...o'I!.AIlIlg OpeIaIiofl.' . '. . . . .04 The C004l-..t TIme...... be MIIldi11dfor "'f~'hlo~lIme .. lI1lIV"reGIl.lflB.~~lhe ~AdmII~_ deBlIl!ld__r ~_lWtheOWner. .05 Thelelm$and CllIld_oftheConlr1lct_~~~fIit._exlIInsiclft of~ lim&. .....10 ~.......c 1111 [,<<felll ,1-1 Ull,<!J.. 1111 ,..1 ., :1 , t I I I , I I I I I I I I I I I 'J I I \ I I I I I I I I I I I I I I I GC 3.08 Dela,. .01 If lhe COll1l1lClloris delay8din lhe jlolIConnlk'lC:e OfIleWcllk by. al_. blockaljes. and civlI co,"...lOlions. errors in the Conlraet Documenls; an actor Cllni&SionOf>the Owner or Contract AdmiIoilllh..b..o. or anyone emp/oyIld or engaged by them dlreclly or ~. .;lo:lo"'yto Ihe.pmvislons of Ihe Contract DocUmentS; IIll! stop wodt order issued by a GOUIt or public aulhority. provided that 8IICh order W8$not i$sued as Ihe result of an act or omission of Ihe eu..aou or anyone employed or engaged by Ihe Co"flM.. dlreclly or indlreclIy; "c) "~AdI1li~'" givlngnoliceunderlll~GC7.09;SuspensionofWolk; eI) lIbIlOI11l$IlncIement w U1l'ef; or . 'e) 'arch~ Iincis in accordanCe wilh Sl~ GC 3.16; 'AR:haeoIogIcaI FIIlds, then Ihe eo.ltl1lCllorshlll.bereimllursed by Ihe Owner for rean.I8bIeCiO&ts incunedl)ythe CI.t...~ as the RtSUlt Of such delay. pnwided lhalin lhe case of an applir~ for III ~ ofCMIb....t Tlnledue to 8bnoI'maI illc"'lllllll.. u1l1er.'1tllreo..~ 'shal.WiIb'Ile'CM..a.ts-~~lo.-, submI evidence from Environment Canada in.SIIJIIIOIlofsuch......ollIIion.. 'Eldenslon of.Q"lbaGl TmewiB be Qlallted in 8CCOldancewllh~GC3:07; Extension Of.contract.Tme. .02 If the WoIkis delayed . by labour disputes,sIrikes or Iock-ouls - including 1ock,.Ouls' deCreIld or reoo.........dt!dtolls rnembln by 8'18COgI1ized ............. rsrc.:latilM.. OfwhictllheCQnlrllctor is II . mernb8rortoWfliCbthe ec....aca is olI1erwiIe bound. whictl_beyQnd the eo..lfI**"iXlftlI'OI. then lheConlnlct Tme shill.... exlellded in' a..oordIncewith' SlllleediOn GC' 3.01; ~ of Conlraet.Time. In no case shIIIlhe extension Of Conlract Time be less then lhelime lo8tas_ result of the IMl!lt C8II$ing Ihe delay, unless a lIhOIter extensIon'is agnIed to by the eo......... . The eu.lb...Jl.,{ shill not'be entitled to payment for costs Incurred as lhe'resuIt of.sucn del8ysunlells such.- deI8ys are the resultot actioIIs by lhe Owner. GC 3.G9 AssJg.-nt of Contrac:l .01 The eu.1li1lo;b 8halI not assign the Contract, eilh!lf' in whole or in pert. wilholIt the Yt'I'iIllen ~ of Ihe Owner. GC 3.10 SUb.-lb-ta18 by the eo....aciDr , .01 The ~ltoeolDi' may sut......dlac:t any part of theWollc; subjeet to1hese GeI*IIICon1f1l101. and any Iilldlatioo. apecIIiecf in Ihe ConlnIct Documenls. .02 The ConlracIIDrshlll notlfythe ContractAdmio....... in,...ilIloO,'41 U...~.....tlion1o~.""Such notific81ion shalIldenIify the part Of the Work; and the Subcoll1l8Ctor wilh whom lis .tded. .03 The Contract Adnl!I........ dwill, wilhin 10oays-Of recelpt of8UCh "4 iii, 1Ii/l....8cceiJtor . the bdellded SUbconllacto.. The Nljediol. wi! be 'in wriling-and wIIlncludetlle reulJo'18 for the rejeclicIn, .04 The c....a..liOr shill not. WilIIOUt Ihe wrillIen consent Oflhe OWner. change 8 Sub-41........ Who has been engaged in 8llCOIdance with subsection GC 3.10 SIlb.M.b&olihgby the eu...ctilI. .05 The CocIllaclOr sI1aII ~lIIld protect therigllls of lhe pIII'ties under the ConlnIct WiIh f'eIlPeCt to tI18t _Of the Work to bei*form8d under subcoutnlCt end sh8I, a) enter into apl8Il18Ilts wItI1 the illBnded &IboNo.t.ac:tors to require them 111 petfoml tlleir WOrk In accordanCe wiIh the ConlnIct Documents; and b) be as fully responeIble to.. Owner for acis IIIld omissions Of.. COC........s SuI!Con~ and Ofpel'lOl. <iii_ or indlreclly employed by them 8S for acis and.omIAIons ofjMllSOnS dlfecIIy employed by the CooIliIldOr. . ClP8~<1n ~r .IIIClOll11Wd....l 11" ,.... tt .tlI) TheOwltel's COo_lit to ~.L""g bV. theCo,.... shall nQlJ:je.c:onstJ'Ultd tl> ~."tOe C4).......... from any ~. UIlder...C<.Iikti4l11ldshallnQllmpose8rly liaIlIIItyUf!Oll lie OWner. Nothillg CCllllllilledln _ COIIIl'li(;t ~... ...... a COo....... UJ~ Jl...... .. ~.... __ CMr1er.> .. c 00 3.11 003.11.01 CbanIes Ql8nges lit IWWoeil .01 c The Owner.. (It the Conlntct A4lI..tilI..~"'JlI9 ~llIIr/i2ild,may.. bfOldclr Inwrilin,,,,,,.. a Change/in the Work wIIIloutlm,...,1inf ...~.. The COllfj~ IhalI rtot.~ to flIOONCh.. CIlenge "'- .....In.....ilfaQllangeOinlC:tive. Upon "'~ofsucb CMnge DRcIve.... ~~ 1hrIl1lftlClMll.... ChInge In'" Wod<; .02 c.;rp,~...... maYtlPfllYfor8ll~ OtC4llio~!lI!II11mucCClnling tothe tennaof$!lll~GC 3."07. Exterlllonof CorllnIIc:t Tme.. . . . .03 ..If,lhlt Changea in - WOrtc.....JOIldy to ....UJ..i~1t for that part of... Work. will beftl8de 'aQ::ordlt'>> to... CClnllitlollupec:III.r:tlndaull8.~a.l.l1.Q2. Y-.iMiuilI In. Tenltec"Qwillll I ,If_ . ~In _ Wqrk do not ... liQ.':J%'I)~"'c~, .payment II18Ybe ~.....pl'" ~) to "It. !IM Gf; 3.1~ Cllims.tllgoti....t.... rn1fflJrotpcl)mlllt may lle-1IIIde ~. the ~ CllIIllIilfl(lfn....~..f,I2.04. ~__'tllnl!u. f1lilt.w a.u.. OO.J.11.02 . ExlnlWeIte .01 The Owner. or Coniract ~...... _~(.I (may Inm!r:t" ~IDP8dOm' Extra. Wark wIIhout /rMIld8tIng theOonlnill;&.. ~~ IhaII not.bel nlqUiredtoPtoceedwllhthe Eldra Wark until In I8CIipt of ... a-.. Dkl!id.e. ...l}IOn ""*Pt ofSUllh ChllngaO.... the ConlI.aorIhllll~WilhtheednlWork.. . ... ... .02 The Col.......; may. for Bnexflenslon of~""'1lne i(XlOtdi", to the \IlimS of..lectio..Gc 3.07. ExtensIoI\ of Conlr8ct TIme. .03 Paynler.tfor the em Work 1ll8Y.. be ...,tll.ri~to SII~I.OO3.14.C~ ~.Mf-:if!l.un. or~ may.~.. .~~ to the CC)o~.....14\J014 in~ GC 8.02.04. fJaymentona Tine _Mll...illI_~.... , . ..0 GC ~:UJ13 ~'181 Welte -~;: - - ' - - - -,' - -,,'- ',- --," - - - - - - - . - - - - -: -'- -~\;-;;:: -".,' - ,'- ". --- -.' m n, Owner. Or Conlr8ct AdnllrllMl.... where 80 liUlI.ortnlt. may request the Cul~ to perform A4dllklilaI WcIrk.wIIbOut InIT~~ -. Ie .90 rll F 1, If the ce........ .... to perform ~ Worfc,'theco,........... prOCMCfwllh vlefjM-,: ..Vfbltupon ""*Pt<<aOher.tfeOrdllr. .02 .The CorIlRlcD may apply for 8Iledlrl8ioll of~ Dne<<:oordlng to.fhelillm'lS of uulllionGC 3.07; ell.. of Conlntct Tine. .03 ~ for the MdIlIoMf WcIrk may.bel 1'1!I.IIIlJllllt fIUI'UIIlt to ~lionGC 3.14, CIIIms. . NegI>IietiorIl. MfS~II!llI, or ~ may be....IIlllin.... to the ., ~-. contllfIIMIln..... GC ~04, Paymerlton a Tineand.lIIsl............ . . GC s.12 NGfia- .01 . My notice pIMIlIIIId orftlqUired to be tNen to ..~ MmlrM..llI.rorthe ~ ,il/Wl.dent in I1lIpICt of the Wark... be dumed to Ilavec. U . __ .. _ "'~1IIved by tIta ecldntnn GI'l the dIrIe of dl"lIY " ,tll..wlld by hind or Iv flK LIV.-'oI:Itl n I Jon and on the.. Day ....tlMtdlrle of IlIIIiIInO ...... bV IIlII. .....t2c .........,. Jr' j life LlL'.lI..1l .liiil...... .1 ., 'I 1 I I I I I I \ I I I I I I ( I I I I I I I I I I I I I I I I I , I I I .02 The Cl.otilbCliOl and IhCt 0Winer IIhaII provide eedl olher.wiIh IhCt T MIO addl~ues..~ numbers ___,lie tennillBIl1II'IIb8rs for IhCtCOUII~AdI......... andlhCtSUt-.llloltdel'ltat1be COI._1CIIIIlIlIlt of the Work. .03 In lhe event of an ~ $IlualIon or olher urvent mailer the ConIJliICl AdIl'IMt>...or lhe SUt-kanclent may gNe a verbal notice. provided that such nolice is "",';-..,.ect in WliIing ~in 2 Days. .04 Any nolicej)alnlilled or required to be giYsl to the Owner or lheCoobadorshal begNen in . a<:cordetlCewllh IhCt nolice provision of the Contract GC 3.13 Use and Occupancy of tile Work Pr\orto Sublt..... Pedormr!1ce .01 Wher81 is not ,*_..pll~ 11. ell S\Wlele in'the Cl.oot....t ~ the .~. maylllleOl' occ:upy the Work or any part theleofpriortoSUbstanlilll1'WfannllnCe; poovlded.ihBt.atteast30 Days' wrllIen notice has been gillen to the eo.d1ador. .02 The use or oocupancy of the Work or any part\he!1lOf bytheOwnerpricr1o~. PelforrAanoe shall not CClIlSlI\l,de an 8(;OllpCance of the Work or parts so oc:cupIed. ""IIddI',iOOf. the !I$e or 0CCl~ of the WoItt shall not relieve the (Mlll)K:IDr or the Cl.o..... S!ntYfRIm any.liablIIly that has arisen. or may 8rise,' from the ..,edonnanoeofthe Work in ~.oee'wiltl'the ContnIcl 00cIlrtlent$. The Owner wID be re&pul1Sible for any dan1age that 0CClA ~.of.the ~ U$4I or: OCC\~. SUCh use or 00CI1pIiPq of any part of the Work by 1hCt. ~ dOes not .. the OWnei's rightto'dlarge.the Cl.o.6ClOr1iqul' . If dan1ages in IICCOR'IancewlChthetarms of the Conlracl GC 3.14 GC 3.14.01 ClaIms, tlllJCltl.,..,.., Mediation ContInu8nce of tile Work .01 Unless the 'ConIJliICl has' been terminated or compIeled, the Cl.o4l~ sh8Il in fNfIf'J ClIMi after seMng or receiving any~of a claim or ~"';verbaI or WIllfen, CClIIIlnu8 to pRlCI!ed wllh IhCtWork wllh duedillgance IIIIlI ~l. .It'is ur...stood by'thepar\ies \bat such.~ Will not jl!apanSlre any olaIm I may have. . GC 3.14.02 ~ KeepIng ,01 1....1lldiateIy upon oommencing work which may .-lit in a cIalm. 1heCl.o......... shill. q,p DaHy Work Reoord$ dUI\ng the course oftheWork. 8UltiKIttosubslanlialetheCu.ot."""""-.olaim. and the ConIract~a.rWillq,p Daily WOrkRecards tl:fbe used in'm ait.,lle CQ.~scl8im. aI. in acoon:IanCe wllh clause Be 8.02.07. RecordS. .02 The ConIrador' and the Contract AdministralDr IIhaII reconcile their respec.1ive Daily Work ~on a daIy basis, to 8ImpIify revieW of lhe cIaim.wIwl submilled. .03 The keeping of Dally Work Records by the c....1lGl AdminislIalDr or lhe ~ofSlJCh .0liIlIY , Work ReoonIS wIlh Ihos8 of the ConllaclDr shaI notbe construed to be 8OC/epI8IlCeoUhe cIlliJn. GC 3.14.G3 Claims P,veedure .01 The ContractDr 8haI gNe verbal nolice of any situation whicll may lead to 8 cIalm for adcIilionaI payment Im...edIIeIIy upon b",o()j'lllIg awane of the .iII~. .02 The c...tilackll shall provide wrMen notice in the standard form "Notice of.... toClalin~ wllhin 7 Days of lhe OOInhllWlCel118llt of any part of the Work which may be ..uected by the $IlualIon. on.....1:1 -. 1"~.II'~1 .,. .....'3 .03 ~Qc""'_Il"",,,"""'J' l.r....~..i...:Ff~T)I_p:IlIt,..._1tlatYMntno.. ltIa03OQays8IW COmIi'.lla.lof......... If' ~thlt."''*"- .......Ralf cIalntllba/t. a}ldenlIfy lhe -.mer Items In nlIpec;t ofwhiCh ""8IIses; b} &1atelheglOUl'lds,~40...Au81 orCllheNlM,.WIllch lhe cIaInl is made; IIlId clinCMfe tlNtRecclJcls _~ by tlNt9-0111<!laOl.",Golll.., ~ cI8lm. In ~~.... 30 ~I!IIIY. JM;ai<<$O .....num of90Oays Wilh IPP'bvllf inWriliog froInth!t ContnIct AtlmirlislnllDr. .. .Cl4 Wilhin30 OIlys.of the .nlC8iptof lheeo.lll~..lISI.neIfCllllm, tINt.C4;Jnlrar;t AdrolNsb..,. fIlIIy request tINt Q),.~ to submit llIlY ftirlher"'~.!lt ~IIrsII$thlt. CClIIIr1Ict..~klI consideIs neoeS$IlY to "UIIlhe claim. T1leCOO.Ii...... shall submit tINt Ieql~ .~ wlIhIn30Dayi of '**Pt of ~ AlqUeIl .~'.. ~9()Oays of'**Ptofthe dsln1'slf c:lalm, "'~Adn.iilItl....._I. ..".....~ConIl~.. In Wl'IIinO. of the CQ,1t.-.lMWlilMI*ltr. oPJnIan-""" 1O."vaIIlIIJofthe~ . -,.., GClllI4.04 Neo~u..na .01":LpIIIIies _..... rUin,.. .......1l1,......,.,.. by .....a.~.d1f()(.._ 8Ql'MlOpIOVide. ~ PNj\IdlOe. CIpIIIt 11M ~ d1Q~.. of ,..$\I1IIlt.... ~m.....i."" docllmerIIslOJIoiI:1fl 1 'these ""Ii MoIlft. . .02 . SIlouIct.the CclI.ciiM.. d'-nll" ,-tINt ..,..~ ~1Ph GC 3.14.03.05. ... .~.to ... PI!It of the c:lalm.the C4;Jnlrar;t Adn............. inll:i 1lllg000lllloll. Vl'IIh ..~ t *., R!IOIYe tINt 1\"". in dispuIe. Where. .negcf Ilnlll.II~1t cannot. rM!Md Q1tilllllJllMlCl IhlIt payment cannot. made ClII. TIrn& -m.l....... III lICCCll1IIllODwiII-, GCr."'94. Payment on a TlmearJd Material BalIi$."~.....~ lllaClCOodaoa will cIl!UIeGc 3.14.05, U8:"slIll,.. orsubeection GC3.15. EilgIl.U ...ArfIIIi.tlkllI. GC 3.14.G$ lIallia.Uon .01 If a claim _nOt "'IlQIVecI....IIIIf~ fIRIugb...._JUDi.... J'IotM In.... GC $.14,04. N~l6,wIIhlrl. p8I1Odof 30 Daya~ .. DllilliolljJMn In flII8IlI8PII GC3.K03,OS.1!IId , tINt COlltl-.M .WIshes. to pulIUe tINt issue fUI1t!*;tlIJpIIIIies l!IIIY.upolI.m&dUiII ............... servl(:es of an /ncIcIpendent lhinf I*ty tlIeldieIb. .02 Themedialor shall bemutuallyagltled upon by ....Owner_ eo......... '.... . " "" . " ....... '", .03 The mediaWi' 8IlIlII. kIlo.wa:t9 n lile .....\dII19 .... of lhe diIpUted Juue. The tucdlallA.-I _:'JJ1~"llhllllt tINt plII'ties.togelher _... . I.. _tfI':efu J. 10 l8View ..upecta oflhe issue. 11\ a final aae.."" II> 8IIIfIt lhe parties In ftISOIWllf .... lhemuf181 prior to pRlceedlllglO aIt6!\11i1..n \he mecIialol shall ~Id., wilI10Ut pnaju b. . ~odlllt AlCOlnmendallclft for t8tIIement. 'Cl4 The review by lhe mediator shall be cenf 1111:1" ~19() Deys folloWing lhe op/tIIQn giVen in paragraph GC 3.14.03.05. ". .05 Each 1*ty18 ftlIPCIIIibIe for lis own COIIs.lIlfllted ttlba we of \he lhinf party mediall:ll.JlRl( Ii I .1tIe . cost oflhe thint jl8Jty.1INIdIaIl... shall. fIlIUIIIIy .... by Ila OWner and ConIracb. GO ~ 14Jl1 Payment .01 Payment of ttJe daIm wII be made 1IO.....1lan .~ 8IW lba da1ad f'!Iri'" of,tIle.C/lMn or dlIpuJa. Sucbpeymllit WIt be made IlCCOldillg.tINt... ofSedloRGc 8.0, Me"ul'emantand PaJlIWlIll. "'14 0Pa-..(' "'"I "~-'IJ' U.... .1 ., 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GC 3.14.07 RltI* of BollI ......... .01 It is agreed thatllQllClion taken under this $Ub~ GC 3.14, OIaIms.JtlegOOa\iOo~ Meell.... w elIher party shall be~ as a.~ or waiver of any of the righlaor I'tlCClUf1l8 available to the parties, IlfO'IIdlId that the requiNmenls set out in this sutJsec:liorI ere fuIIiIIed. GC 3.15 EngJnHmg MAation Cc!nIllticlftS for ~ AlbItoMlon GC 3.15.01 .01 If a r;laim is not JeSOMld ~y through the negotiatiOn stage noI8d in daUIe GC 3.14.04. ~.ns. or the~iOI1 stage noI8d in claIDe GC 3.14.05. UI .~ "o...elIherJill!l'lYm8y irMlke theplOdtiQiI$'of 1Iil~ GC 3;15, EnginAoill9 MlIbdol.. ~ giwing wriIIen noIIclt to.the Qlher party. .02 NoliIiQaliOn that BlWhodiOn shall be imlllehlellted to resolve the issue"'tIe~in writil:lg as IIOOll aspallitIjltand '1lQ1alerlhen"60'"Day$"foIIowing'1he opiiol..1JiwIn inpeAgraPll GC 3.14.03:05. Whent.the lIB8 of a third party'1l'.eJilM. was implemeI_~ ....bewitl1in1ZO Days of the opinion given in p81agraph GC 3.14.03.05. .03 TIle pIIrties shdbltbourld W thed\lC:isiO'l of the MlIbAtor. .04 TIle rules and ~of lhe AtbInIIion Ad, 1991. 8.0. 1991. c.17. as lIIIMl'lded.shaII apply to ,any atlibodiOn COl'Iducted hereunder elIICllpt to the exlentthlll _ erenlOdllfedby the ~ proo.isions oflllis IIMec;tiOn GC 3.15, Engineering Altibc6.w.. GC 3..15.02 AlbItoation Procedure .01 The fqIlawiIl9 proviBiorls _ to be incll.Ided in the 8grMfIllll1t to ....... and ere ..~ "'.10 such 'right of;appeat_ .. wherethe8iblb- has toOCeedeIlf1i& or her juri8dicl1o-. or'" olheIwise disqI fir: lit him or henlelf: a) AI.xisling ections in ""ver.t of the matters under MlIb.A.nwll'be'stayed pellclil9l1l'tlil1lll1iQ; b) AI ~.c1in9 cIalmaand matters to be aeIIIBd ere to be set out in a lICheduIe.tolhe ~ ON, _111:1.. end 0"'" as _ in the seheduIe will be... l II; and c) BeronqlltlQeedill9 with the lIltliIt..lion, the CootIactor lihaI .....A... that 811 n.etlerain dlspule - set out in the schedule. GC 3.15.03 App D~.h...ent of AttIlbator .01 TIlearblb.... shall be mulually agreed upcII'fby1heOwner....Col"'.'todIl7~ thedilpute. .02 Wher8the Owner llIld Cuoltlaclol cannot agree on . sole 8Ibill.... within 30 Days of the IlOllIic:etion of 8ibIb e4iuol noted in peragrlIIlll GC 3.15.01.02, lhe Owner and the COIlIr8ctll)r SIl8Il each dloose en 8pIlOintee wlhln 37 Days of the notice of arblbatiOn. .03 TIle 8IlflllillteBS shall mutually agree upon en-".'to edjudic8te the displJtewlhin 15 Days efIer the last eppointe8 was chosen or they shall refer lhe malt8r to the Adlib81ion and Ue1lV'-"11ns11tute of Ontario IDe. wI1ich will 88lect en lIIIbIlralor to 8djucl1c8le the ~ within 7 Days of being ~todoso. .04 TIle .bill4llklr shall not be i.1 Mi ~ financially in the ContnIct nor in eIlher perty's ~ and sh8I not be employed by ellher party. .05 TIle -...... may appoint Independent expeltS and any other "",SlIM to 8lIIiIIthlm or her. OPlt~Cj -. lutco.U 11-1.1 ....'- ""6 . ..06 ..,.~ is nat I:)OurIl1 by thit .... ofeW~"~, gcMm thetrllllof ClI$I!l$Io CXlI.Ir't.bl.tt.may I!e8r and COIlSlde. .., lI\'Idellce which fhe&lllllrMOr~ I.NIt . .. .07T1Mtheel'lngwll CCIIIII'I1elICeWl\llil'l9Qtleys."~lllIlt oflhe ~'. . GC 3.15.04 Costs .01 The Itblb.tur'8 fee lhallbe equally sIJliInIcl by ..Owntit.Mdlheeo._u.-. .02 The fees of.., IlIdep.<I&..I~ encI.ny.,'l.o._lIppOiIlted to assist the art!ilI.... sI1alI be .slIaniId equaIy by itMt OWner and.. CuAll.....-. .03 The mblt.lItil)n healing shill be held.. In ...... """nltl8Qleed upon by. boItl1)llrlies otlftlheeVMt th8f,l11ftie!l do not 8/llH. . &ilIltshlll bIl thO$In. by......,ltl)j. The COIlfof ~ ~iate f.. I08lllh8ll be$h8r8d equally byfheOwl!er-..tte CllIi.~. ltr:,..",....';'_ ,', ' , ,',' ." , . .,',_" " ,': ,_ _', ",_ ' ,_', :., .04 Theart1fli.... may.1R h1sorher~.l.Oq,1. 8Wl!RIN..QIIIltlIe(X)Sls, relat8dtothelllblb&lltilllk GC a 15.ll5 TIle L'e1:l,ton .01. The Nn~de(i$;),.wiI bIl medeIn..... \l........,.oflheCClllduliOn oflhehl~ All elden,IOIl of lime to make' dec;1Iion may bIl *",.1irf" COiI....,tof boll p&I1les... Payment shill be I'!l8deln.~._ c:Ieurle..GC 3......06, ~IIIL GC 3.16 . M:fIaalllollfa.."" .01 If th&~~.. .lldlollS ... eny ilem5"_ IncIIcaIe 8ll~81.....~ .. bl:IIIdIn91Bm81ns, INWd_. 8CIlUII'lllI8li ofbcllles. paIIery. or amMItn., tteQl;n..... IbalI ~~ 1 'y notfylhe ContractAdn.~""",.lIP.."'!lll8IIIti9I1& ...lhe.......M8w4bylhe Contract.Adri......... ...t<<lti~l...,bIl~ ...~th8t IUChIlOtlqe ilI~~~~ "'~0IiyS.. ..WoIt.... Nm8In $l."tn\4ldWlltl/n... t.inIII otheIlMII.a~ "'lhe(:dl ...:c AdIM-t"ln~fn8ccoRlel~~1l~~IQC't09.~ofWcMtt .. . .02 Artydellly lnlhe COlI..... of lie C4:lIllnII;ttllllf,il ~ by lIllCh a'1JflllSion. or ~wilbe COI...... to.be~lhe ~'$ CGrtlId,,~"lI.v WilIl P81..iIJlll GC3.(l8.01. . .03 Arty ~.dinICtad orlll.lll1Clri%ed in ClOIlo18lltiol... ~oIogic;8llind.wIIbe ~...... ~. WoIkin ~WilIl"" GC 3.11.02, ~WadI:. ., .'~" , -,' - --,,-, , ' , ";,:,.-';,-" .~..' ;. ,..., . -.," ..~"'::" ,....1. "}.....e~.. . AlfQJJ.....1i r~~.- ;;E.l-~;: .~I ., -, , I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I 00 4.01 SECTION.GO 4.0 .0WNfR S RDPONSIBIIJ1'IE AMII'AIGIf'tS WClrIdng ArH .01 The Owner wit acquire aI property rights WIIich /11'8 deemed necUlaryby tile QIlinetfor the constnJction of the WoIt, inclUding temporary working easements, and will irIdic:Ua the full ~ of the WoI1dng /wa on the eontract Drawings. ~02 The Geotect.1icaI Report and-SUbsuIface ReportWllich will be pRlVidedby the Owner as pert of the lender docurnents.shaII form pert of the Contraet Drawings. 00 4.02 Approvals _ Permits .01 The Owner wiI pay for all plumbing and buildilg permits. .02 The Owner wit obtain and pay for allpermils, licenmand .c:edir" ~.... "~!Jt:.req.ecUor Project approval . 00 4.03 .11....glmont_ DilIposItIoa CJf.....frln .01' The OWner wit Identify In the Contraet Documclnt8 the CII8IeliIala ID be moved ,....or NrnovecI fIom the WOIIdng /wa, and any cl'la.acteriSlIcS" of 1hcIscJ -1llUIrlals. which wII nee I 11'1 ~ special n rl'~ management and d1sposllion. -. .-. .02In"""-....Wijh~........Underthe 0CcupetI0naI Hefllth8llcH3a'lIIyNlt; U,O,<1jJgO.c.O.1,- as _lded, 1IIe OWner 8Idvi&es th8l a) the desigrIaled subSlaIlOl$ silica, lead and III8erIic _ genenJIIy ~ tIwl!Ug/lOUt 1IIeWondng /wa occurringnatu!'aly or as a result of Whicle emlllioo"lS; b) tbedesignale4 Ultance .steski. is pr-'tln ""'n~ concusfllrullllieS; . c)'tbe- fOllowIng "i_ardous ."l8lllrialS are -onIlnarIy preMnt In ..o"llInlCtlon: .elM.. I" fir/lClStl:lne, gypsum, marble, mk:a and PoItIand cemellt; and d) expostn'lD 1tle8lt sul4lances may occur as'. .... of ac:ti.iIIl4 by the Cunb....... $Ud1 as. sweeping, grinding, crushing, driIing, blllling; culling and ablaaive U Jllly, .03 The OWner wit identify in the Contraet Documclnt8 any dni:l,. LI If llUbalance& or hazardous mat8lials other ltIan thoSe Idelitiliecl above and tlleIr Ioc;alion in the WOItdng /wa. .04 Iftbe Owner or co.~ cII8ccMIrs or is llCMIacl.of.the' PAll!nce.,ofdl~'g- 'ld....1CeS or I\8Z8fdOUS .nl8teri1l1 . WIIich_ in addition lID.thoIe IilItIld .lnpll'a9l.\ 00. 4,03.02; or. not cIeaIiy identified in the-coc,IJ8CtOocumenls ..,lwl"liv-1O.,*.agI.,.GC'4-.8Hl3~WlflIlItI'lCltlcMt will be provided lD the other party immacIlaliely wiIIl'wrillen "",A",elion'wIh/n 2 /llIys.The ec..... will stop work In the area 1mI.l8lIiatett and wit JllBllnil8 the nee m ary.lItaps requiled lID coulj'lllle 1IIe work in lIccordallClll wiIIl applicable legislation and regulation. .05 The Owner wiI be responsible for any lllalMabla aclcIiIionaI costa of IlIIIIClYinD. .~. and cIispoemg of any.. ' 111 not Idelltified in the ConInIct DocumenIs, or whaAl- oondIIio.... .exist that couIcJ not have been ....-H'1IlbIy foruun at the-time of tehdedng.AH work under tItis peragraph sh8I be deemecllD be ElCInl WOrk. .06 ~ lD commenoement of the Work, the Owner wiI pIOVide lD the CcWlacl!;lr a list pftlloaeppdUcls wClllolled unclertlle WOIkpIace Hazardous ......... Infonll8lian SyIIeIII orVW'l'-.s. .. the Ownerwll supply or use on the Contract, together wiIIl ~ ofthe~ 1 tall $edIIlJ~ ~ for theIe prodlIctIAR GClIll8il8fl used In 1IIe 'If!I~' of plOClucls~wIIed UlldIIl''WHf,IIS ....be labeled. The Owner wit notIIY 1IIe eo.lbacklr lnlllllllng of~1ID the list .. ~. relevant 1JI J 1l 181 $8f8ty0ll!*ll ShHIll. Qlli8........c::...I". .alQl.l -'.1,1 _111II ..... 17 , . ... GC4M c. n l1~~AlftI.._~ilt "riit,.J'tf .01 The OWner wiI pay... COIlS. of lllIagging and"""'lndfic ClGflInlImIUJll'a~.llfI<I PJOYidect bythe...,CllIllPlIIIY UAles$SlIChCClSls .......lffllrlcllonof... c...4l""""'cl1osenmelhod of compleJl<I$'" WcIfIl GC 4.05 Default by the COIltl~ .' .01 TheCo/lb..c:b",lleln~of"~jf. ",. .' a) theGgllllapb fIIlI$lI> 1lOll'l.-1Ce'" Work~!IjII1lJ"'I1e<Work PJOP8l'IYor ~ 1aiIs<<o complyVrilh... ,~ ofl1e COntIact.......... degree; or b) if1he COIdl.... fs~ bankrupt or ...........UtV1'..htfor I1e benefit of~ ~1...ofinsolVelnqt or if.18OIliYer is ~"~ ~_ oflnsoMtncy. . GC 4.Cl6 tl~UIi<lltlon of Def8u1 ;::~~:- ...... - . . " . . '.' . . . -":""" .,' - . '. . -. .{)1:iitheOWner wiI gMt.W/ltIeIl nob.~. . default 10'" CUOlll........ as $Oon as the 'Owner. ,.bec!wne- . '-..e of the --lletJed defaUlt bUt ... 10 _"notloeln a timely WfI'IIhaIJlOtCllfl"'Utlt COl1lfonalion of... ~J~ III The..... illdulltll oMIoMlo c:lOIl'.ectthe der8ilItwlthln5Wcwklilf Days. GC 4.111 .CoM.~ RIgIlt... <;GIN.'. Dtflwlt .m The CUO"~ 8haIIhlwe the rigl'ltWiUlln 1he5.~..Dlys folIOwi1O'" receIpt:Of8nc>1ice of defIuIt 10 CIOINCllttedel'llult and ~ Ihe ~;~l"r" cto.y JlRlOflbllt 'lI"I"'~' r llOIll!lh. mf1lllRlhave lleentllken. '. . . . . ;02 If"'(;()'l~l of lhedefault cannot tl!JOQIL4J1 JK)....the5 fUll Wotkii.. ~.!8CEIiPtof 1he ~Ihe eo.~8haII ~tl!J1n !Ilfault....J;~ 1 ".,!lQr, a) Ql:lIl1mInCeS.the~ of1he"'" wIIti!ft....... WOIldng DIIys faICJ Mog (tIC8ijlt of 1he nollce; . . .... ,.. .,' bljll~ ..o..~an _",1 "~I dl4....prIljpll.. of"'cc.~,_ c) compIU..1he (lQI'l ~ ~:1l1ft In~;oe wlIt."..,ldUllt. cac4J18 . 0wIlet'a RlJllttD ConMtlhtIJ ~ .01 If Ihe C<l......:U faIa 10 eorrect Ihe default 'I.liIIt, .. time specIIIed In lullncllon GC 4.G7, ,~~~""."'dtIgtltIOComlcta D.f" dt, orll"*!I' ~'II1"'.'ld upan,lhe:o.., Wllholll,~ if: III> c!l!lY oIher rightor~1he OWnarmay have.''' flIftlll...defauIt 8Rf4elluclI1eGOltIwllNof. as carIiIIed by 1he Conlrar;t~. fnlm_~~..,.IIt_GI' 1beI..... due to 1he ConIracb. GC 4.Ot T....l .....GI~.n..~ll1iurr IoContllluethe WOrk .01 1Nhere the COIoblk.liol faIa to eorrect. defauIt:_.1he time IJ:+ m If in lIIbs<<:liQn GC 4.07. COIlII~. Rltht fD.Comlct a D~I JIt. 01' II~" !lITO'._ upan, tile Owner. wIItlout ~ to any olher I1gh( 01' ~ 1he OWriIrmay have.' ......... tile Cl:io........... ~ 10 1liInIlnue the Work in wIIoIe or In. by gIwlnf WliltMnaIiCe .._It:l..lfI.....~ .02 If 1he 0WnlIr termlnales 1he CoIllnIcltora.<<o 1M.... _ Ihe Work In whoIa orln""Owner wiI"enIilMd 11>.,. .. . a) ~ pITru, nn of.. WorlckioMla or that p...1W._... 'NoItciIw.... ~to". of the Wdktenllll 11 ~ . ,. b)"'Ihe"'_ilof"~ .. ..<<II."r r "WIlbintlleWoddnpAlMwtllchlllntend8d ...lncOI'pouU..... WtU, IMWIlOIlI r..Jn 1O..._of1hln:l pedIea; . c) wiIhhoId .... ~ 10 1M c........,;.~. I JIlCii <<0 ltte WorIf.or lie poJtlon of tile Work WIIldra rnfrom..c....t. ctlJIlIIIII..Workor......tlwelJfwllllchw...lXlIO'\~: .....1. __....H: r ~ "~11l1I1HI. 11 . '4_ '...1 ., 'I I I I I I I I I I I I I I I I I I t. I I I t I I I I I I I I I I I I I d) charge the co.lCl4lCbX1be ~I ClOSt Ci!IlIt. Cu.,Il-l pnc:,.qf.,llIIinttheWo$ or portion lherllofwltldra\l!n rn.n \tie Cl..~~, 11$ ....11i1~ by \tIe~.... ~ and any adc,titionaIcOlllPer s"~nPllid to the ContractAdm/l_"~ forlld'~18I _viele 8Iisl!1g rn.n theCQl1'e(lliorlof\be~ '. .. e) ~ theCf).41..eor a rlllnnable *.~. as determillell by \tie Cufttoact~, to CO'M ,*1~totheWork ,*folmed by the Cooltlactorlhat may be teq\Iired"- SIlb$4IctIon GO 7.15, W8rlanly; 1) charge \be COlllractorfor any damages the Owner may have S11llailed asa resuIlQf tI1eclef;lult; and . . g) dlaIgelhe .co.dh.clD. the amount by whicb\be ClOSt of ~".\be Work ......~ 'Ge7. 1&. W.,,4hty..>Ileds \be aIla 11181lC8 pr~ for SIlCh CCJI'Ie(llIOns. GC 4.10 ,. P8JftIlIIIl to COlltlactor .01 If \be OWner'a ClOSt to correct and COMpIele\beWork.~,whoIe orin~tla_.thliI!l,'llIe..mnount wilhllekl rn.n \tIeCl....~under. 9ItI;.eedIon.OO4.09..Termillllll9n.of;.Ct;...... V.. Right to COntinUe \tie Woltliltle Ownerwll pay llIe.baIll1'1C8to...CO'.....ob.aolinJ.the....accounting for the Cl..ltlact is complete. GC 4.11 TennI. Uloftof....Ct.. L:t .01 .WhIIe the .CQlIlraClQI'Ia in default of the ~ the OWner may. witIloutprejucb lD any otI1e.r ~ or ftlhl8dytheOwner may have,lIInniuale\tle eo.~act by givirlg.... noliceqf temIinIllIon lD.the . Cll.A!"', the SllMtYand'any trustee'orAKsnrer acting on behalf ot.theeo........ ..... or C1edib:lrs. .02 If\tle Ownereledtil'lD 1iBl'l1v.......the Contract \tie Owner will provide \tie ~acloranclthe.....or receiver wilh a complete accounting lD 1he... of ........dior.. 00 4.12 COnIinulItlOA of c..,.tlAC:tof"sObliptloll8 .01 The C<lilll~_'" under \tie ConIIact as lD quaIltv;CllINCtion and......1ft of_Work .petbmedpriot to the time of IiBnr*IaIion of \tie Contract or terminaliOfj of the Cot...,... to continue wiIh theWork In whole or in ~shIIIl ClCIIdInUe to be In foIce,-such .......lIIion. 004.13 Uaeofft~ ..... .01 If\be Cl........... Is In def;;tuIt of \tie ConlrlIct and theCoodlaclOC.'Pldeit'. PtoIerb_iOeBond, the provisioIlsofthis S8c:lion ahaII be _Iud in ~lC8 wilhthe~~.. oftl1e Pe!fonnance Bond.-" ......"1 "l" ~1f""..ll1 ....,.. PIlle" <.'> ,"', :"'f_';';",,~ :-.~' 8I!C1'ION ,,,,~ . ...".. .-.... .-'. '-'-- :,;.. Be U1 ... oIl11i1llri111 , .01 ~..... flCIC8SUfy forU.JlRlPWCllIJ~hl-IJn;__ Wo!k,8llICeptlhllUsledes baing ~ by ..OWner...... tupplied br1he ConIraclIor."'Con1nM:t price for1he,I/PIlIOPI'llI!l....ltems SIlaII.. deemed to,1ncIude full ~ _lhelUfiPly of such MatIrIaL GC ,5.02 Qu8Illr of ......... -'" .<~,'t>:." '.,' ,-:.... _' .' . '. . _'. __'.' ....; ",'.' .01 AI M8tetiaI Suppied by the ~ flhalI',*'Mw or unless olhelwiIe 8pIIClliedilt theContrllct DocumenIs. '. .Q2 MeleriaI supplied br the COntreclDr IhaII confOmttO IIIe ftIqUiMments of tie COnlrac:t. .0314 lII*ified or as ~ br the C<<lnl..A.~1i'" . "'. the CanIr8ctDr.... _minI. for ' ;iospec:IJon or~. semple of any .......to.........br the ConlraalOr. '. "'-.' ..... ...,...":.,--'"..." . .... .....'--: ......... ..... ".'- ,- .' ....... __ -c-, _ ." .04 ;;rhe Conlmc:tDr sIIaI oIlt8In for lbe Conlract ~ lbe right to .....\lPOR the Pl'8Inisa of the MateriIl manuiICluIer 01' IUppIier to c:any out.. ~ tIIIlnp/ing -1IIlSflno es &pIICII(ecf CIr a < teqqaIl8d br the ContnIGt AdmiltIstnIlOr. .05 11Ie CclaIItcIar..... ftClIIfy lheCodntctMiIl 1 r r . of""'lll"_ of"lIUIfillIenllr ilt:~ ;,,:':'~~=IQ datlstoenable1he eo.~.i\In,b Llf..." to perfaml...... iIIIIpedon, '...., , .06 The Qwfterwllnot be~""'forany ...__~ ~__.. CeI1lnIc:tot, feI& to give IUIIlciIill advanca notioe to N'eo.~ ~, 10 enaIIIethe CoriIllk4 ~.... 10 C8I1Jout the requiled inSp4c_ *~_~ _-.uno tlefoIe IhUc:hedllledllblppillf .07 The Cvu, ~....not C!lange..... of ~ .. ]. _allyl" I "fill ~IUha wrll8lululllOl!! ron of the ~.a...lAtfnlitllM.ilW. .08 UalMaJ whiCfj Is not epeClIl;..l SIlaIIbe of a quaIIy 'llla... to the plII'JICI8e I8qIlin!ld and hiriu of such YlIleriaIshaUell1ll)ect to the apJR.a1 of .~tl( tiAdnlilllllll.. , GC t.\\! ........11........ , , .01 RijiclH -'etlrflll shd.. f'8mCMId hili tle 'MIl'" ...... ecpediliously aIIar Iha nolIficalICl..1O lhat ~ from the Connc:t AdmlnU *'. ~..~.... falls 10 CGmpIy with such notioe the COIlll*A AdminlA_ may __ tle 114 ;;tHrIll .to be lWIlOnod from the WoIIcllIfIAtea and disposed of in"''' Coldrac:t AdmIn/lIt.....or . '11,'" to be 1ha1llOlt app.......... ..MBWand the ~... paytle COIlS of ..."...... WId "~J 4Il1ii1l O\WI,iWCI ~ .. . :"'''- GCU4 'r..tIbAIona .01 W1Wlbe ""''''1_ requn'" CollIractor~~ a ~.IUi" deSI9<...u by a lrIde~~ name. ... Tender stIaII be ....... 0lIIy upon SUIIIllIr, ,ol_ ....181 iel 10 deslgnlllad, wl1Itb ..... ~MIed as the Tl~"~ of quaIly....... by_I' I rllrnl'llIL NI1tJrthe IC( llf.l8nc:e of the :fllr 'If. lha COrItlaab ., ...., 10 the C:Clilli~ AdmbJd 1;".. NIslIIule anothat V8tfiI8lldetdified by a .........oroUler name forllle r'nU 1aI d I. LIes .1. rfd. llia appliI:.alIop ah8tt:tle in WIlllng and...... 1M prIc:a tar ...flI'OPcl....~tlllt1iT UlllliaI ~ es Pxllald." suc:tlCllhwllilllw. 'UmastheCGI~AIImli" ~""(lI"', . "'20 '.......... 111'. Itfea....I'..'IbIi". .,.'c.."...... ,I ,., I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I .02 Rulings on a pIqlollld .1bstilI.... will not. be.made prior to lie ~...::t of the. Tender. Sub$tilutIOns shall not be made wlltlout the prior approval oflleec..4lI..cl Adml,lilltl........ Th$ approval or rejElclion of a, proposed substiluliOn will be made at the dis(;letionof the Conlract AdminislJ'alDr. .03 'If the proposed suI!$Iftution is appI'OIIlld by the c....1Il4Ct Adn1illilltlolkll.1heO".......lIOt,l/lall be entitled to the first $10(l0:ofthe qtegalB saving in CQSt by reason of such .._ and to 50% of any additional savlngln CQSt in excess of such $1000. Each such approval shall be ~to the , 'c....dl..clA"in WIlIIogor by issUance of a c.tifiCateof Eqt"'llily on the 00.vneI'S .l!I;aIldaRt ronn of , "Celtlllcalion of EquaIlly'" anct if any adjtIslrnent to the ConInlc;t price'is made by.-on of such substitution a Change Onler shall be issued as well GC 5.05 GC 5.05.81 OWner Supplied ........ Ordering of Exc... IIaterW .01 Where Material is supplied by the OWnerand.wherelhisMlnlrial,is,ClIdenIdcbythe COlltlacfo{ in excess of the amount specified to complellethe WorIc;.;aucb;'exIJ 1I,M . ~_. shaII~ the property of the c....otl~ on completion of the Work and shall be dl8l98d to the CohIraCtOr.at cost plus applicable ovedIeads. GC 5.05Jl2 CareofMderi81 ,01Th$Col Qctor shall. in.adVance of rec:eipt of sI'IipnleoIs of M J 1U TiaI.suppIied by the ,OWner. provide , adequaleand propersll:lrage fUilies aoceplabIe to the Conb8ctAdl.......and Clftthe receipt of such Material 8Ila1 promp\Iy place it in slI:lrage except where it is to be i1......po.al8d rort:'lwllalnto the Work. .02 The c....dl....b", 8IlaO be responsible for lIl;(.~1oe of MaterIal 1\IIIPIleCI, by the Owner. at the specified deIiYery J)Olnt and for lis safe ~ and slI:lrage. If such Malllrialill,damaged while uncter.the c:onlIoI of the CQull.d.o it shall be replaced ex repaired by the c............. lltllQ ~ to the OWner. and to the Io8li&ractioo of the Conlract Adminislrator. If such l1lJrlaI is rljecfl8d by the Contract Administrator for reasons which8fEl not the fault of the' Conlractor it shall remain Inlh& c:are and at the risk of the c..../tl....b",' until lis d~ has beerl dlllnninlld by the Contract Administrator. .03 Where MalefIaI supplied by the OWner arrives at the, deliVery point in ada/l!8ged QCIIldiliQn ex where there 8fEl discrepelt<lies bel1tIeen the qualllille$ AlC8lVed.anct'1he~ltiIr HItl!NIn ClIi the bills of lading. the Contractor shall invnedialelyreport such damage ex ~ 10 the Conb8ct Administrator who shall ammge for animnlerJialIainspeQlion.ofthe~_iIIltand provide the c....1Il....h,r with . wrIllen rellas e from responslbilIly for such damage OI'cIeIlCIeIlcies. Wheredamage ex deficiencies 8fElnot so reported it will be assumed that the' shlpment.lIIJivM In good 0I'der and any damage ex deficiencles reported thereafter shaH be made good by lheCu.dl...-M at no 8ldra CXI6t to the OWner. ,04 Th$ fuI amount of Material supplied by the OWner in each shlpment. shall be 8CllIlUI1tedfor by the Conlractor and such MaterIal shall be at the risk of the c....dlacll)( after IIIIdng deliVerY. $ucb ~ shall not, exceptwilh thewrillen pennission of the Contract Admi....... be UMdby the COlltlactor for purpoaes other than the perfonnance of the WClI1< under the Contract. .05 Empty reels. .aatee, cOhtallleta and other type of packagklg from r' . ~lIIsuppiad by the Owner shall beOQhle the JlIq)8rty Qf the ec..rll ICIol When they are no IQnger requjle!tfor lhelrorlglnal purpe and shall be dlspQaedQf by the CQullacto.' unless oIherWIsa specllild In theConb8ct DOcuments. Clll!8-~~r (1" naefc:cw..:t-T .' Ur11S11 ..... 21 .06 TIte ~~....~...~~,~j1i\Jl.II.il,.jU-.' 'vtlj:lllfl.~ofeaoltBl""I....lt, copies at blIlsof-"or Sl.ICft aGIer doc:lJ,IIIliIIL.~ i''''CollIrect~mey~tt> sub$latlti8l$~ l'llCOildl$lhltquallfilles of .~rn...~ Ii. . .07 Where Mlldellalllllpplied by lhlt Owner is on:liIIM.". .11 ckpiled prior to 1he 8!lI8nl ofttie cO;di....... tie eo.ltl~.shaII..nQ" CCllIt.tt>1he~~ll!ti$lI/Upan 00fI1Ill0$I\Cle....,.t~~_: cheek1he "dllirJaJ. ..l1IPOrt any clarna/JtQr deli~I";tl).lhlt Co:nnetAdl~liIjLll"'.. and telcadlarge . of .............~<_ ~.l!.IIl:1l~:~.~_Dl:lt.1O "d(ldby ... eo.........ISIlaI..~~lhlt 1IlDc"'.........whelIlhlt CIx.~.fDI:llt~ oflt and any ~ otdllllci8l...~ .~.)II..bemedegoodby1he~~at no extra eoSttt>the owner. ..' . ....3i.-~ . ,....: ...t: --~~ '~c(". .....22 ~GlIllI..t!1 1~! lallf......'1I ~1_' . .1 .-' )1 I I I ., I I ..1 r I I I I I I I I I I- I I I I t I I I I I I I I t I I I I 8EC1'lOMGC 6.0 -INSUAANCE. PROTECTION ANl>D." GC 6.G1 P.olKtion of Work, Pen1iM18 and Properly .01 The~. the Co/lb....!iOts agents and all workers employed by or under the control of the ContracIllr. ilduding SubooUII~. shall pRlIect the Work, peI'SOIISand property from dIIIYIlIge or injury. and shall. be~ for a. losses and damage which may arise lIll.tIle result of the Contrac1tDr's 0pIHati0ns~ the Contract unleSS ~ to the .......y below. .02 The CO'Ib......... is responsible for lhe fuU cost of any necemry templl(lU)tJllQ1l\llio.l$ and the restIOIationof aI damage wheIe the Contrac:tor damages lhe Work or property iitlheperfclrmanoe of lhe Contrac:t. If the CoiIb..dOt is not respllll$ibI&. for the damage that cx:curs to lhe Work <<property lhe Contractor shall restore such damage, and such work shall be adtnilli$lered ac:cordin9to theae General CondIIloI.s. .03 The Co.Ib~' shall imrnediaIeIy infonn the.CU..... ~ of aI1Iamage and ~which OClU'during the letIn of the Contrac:t. .04 The C()IdraCIl){ shall not be responsible for Io$sanddamagethatocc:urs as a resulof. a) war; b) bIoc:lcades and cMI c:ornmotioI.lS; c) ern.ll$li1ihe Cor*lIICt~; or d) acts or orr'nr,." of the Owner. the ~AdrninistratDr. their agents and empkI.yII!IlS,ClfOthefs not undertheCllll1lJDlofthe ConlracIor. butwiChin the Working Aree.wiIh the 0wner'S pen;IJtVl. .05 The Contractor and bis Surely or Sureliessha8 not be R1wsed from.any term orprollislonofany respcIIISibiIit. oIJIivalloo or IiabIllly under the Contrac:t or waive or /mpair any of. the .rIg!d$ of the Owner except by a JeIease duly exec:utIIId by the Owner. GC 6.OZ ~ .01 The Contractor &hall indemo1lry and hold MAIm the Owner and the.ConIract ~. their agents, olficersandernplorees. from and against andains. deIna!lds.IoIses..~ses.. costs. dall1ages. ~. $Uit8.or ploosedings by ll\ird parties. heRIinlIIlIer C8IIId ~., dJr'8dIY or incIinlclIy ariSing or sieged to arise out of the performance of or lhe failure to ........... lhe Work. provided such claims are. a) atIributabIe to bodily ~. !Ik:fcness. diseese. or death or to damage to or de$truction of tangible property; b) "....,... by ugltent acta or omissionS of.the:CUO........ oranyondor.:whoae ac:ts the .c.............. may be table; .. c) made in wrltingwllhin a period of 6 years from the date of SubsllMlliaI PeifolnI8lllCl8<< the Work as set out Inlhe CerIfic;ate of Substantial Petforn1ance of the WllIkor. wttere so .pecIIled in the Contract from the date of ,*1If1Caliol. of FmaI~nc;e. .02 The Contrac:tor'" incIemnIfy and hold harmlm the Owner fromal and e\leryclliln for damages, royaIlies or fees for the i11ff1ngement of any patented invllntion or ~<<:c8SiQnect by.. the Cllntlactor In c:onnec:tion wiIh the Work I""r......ed or MaterlaI furnished bylhe Co.ltlactlc under the Contrac:l .03 The Owner. expressly ._ lhe right to incIamnIly for claims other than ~.. statIl!d lJbQYe in pall1g1'8phS GC 6.02.01 and GC 6.02.02. .04 The Ownershal.i!Idem."1ify and hold bao..lenthe co........... his ... ~-.oc1~ from and ~...cIaims. clarn8nds. ..... ... .e., eo.... dIa.""""" aclfQIIa,.lI!lilB. or proc:eadIngs eriB!nlJout of the CoI1tl8Ctor's peIfonnanoe of the ConInIct which ..~ to a lack of 01 defel;t.iit tilIeor an aleged tack of or defec:t in title to the Working Aree. OP$~ CchIdllQ._ af QoIlInlCt-, J! ;il\,... ,. ..... 23 .05 TIle CoatnIolDr .. mJlty 'JJliLa __1Il inJ.J.~: "J' for c:lIims OltlertlJan ~ staled. atlo1Ie in ~,GC8.02.CJ4. ..... . GC 6.G3 .GC 6.G3Jtt C..ub,a..tor's ......ranoe ~ .01 WllIlout I~ lIlIt fllDUUtYof.ubIeClion~1l~."lIblir.o'; lIl8Col1fraclorshaltJill'l:Mde. ~and f:I8Y for lIlIt iI1llut1Iftce cotreI'lIIJ8S ~ .... da\;sn GC 8.03.02~9C. 6.03.03, .... '~~.""dllUSllS9C6~.04. QQi'.ll3;05ll1l'd 9C 6.~06.wilClI'IIy __ ,'~'IO specill'r.tinllllteo.lIl~~ . . GC 6.03.. GeneftIII "11M) .......... ..01 ~ lilIblIity iI1llut1Iftce aIlaIlb$1n lIlIt.......CIR.~. with lheOW!l8r ~ttIe~ ie....~ name688 tldd/lionlIf i!lIUAIds. .....~1lOt .. _~ mIIIIoA~~.cI~I,i1per ...~for bodlIy/njUry. clel!lh.anr.tfSl llIfll "tI)prIlIU/ty iIlc:lUcIln8 _of~,lIl!'lt1INOtwllll a .~tfamag!t dedUc:tIbIe of Illlt",* ....... ilJle 101m oftlis~........ the .1JiIlCI&"~ of~ Foml IIlC 2100. dll!!!l4N7. .02+AnQIbeF form of inIurMce eqUlII to or .beIII' __ ... 1M( in 'SC' fOrm 2100 '~be.1IHlf. ~"lhe ~",in1heeu.",~....~_ ~ofltilll~wilb$ ..~~.-vpon lIlIt();ll4li**" lliIlIaIl...lhe....~ .Clf'~ In8ulW ....., to 1IQdIil...~~ ~iJlC& ofOrdluio- and. lllld>q1he>~~. . of tlqUilI,Imrcy tollllt,,",**,' .03 ~li1Iur1llIOelhallb$ meInlaineCI'~ .lIlIt.,*,.menoementof"lll~ ...."2.i.o..lM foIbW/nIJlhedalll of~"" F'l;l."In8llC&of~WCIk. 88. out in lheClllllll< ,nOt .~1tiaI PerfOml8lllCleof the \'VoIt,. or un$1he FlnalAot:ilII.llil.... c.tIfiI It Is i8sue<1. _lic:t4""",1s",. ..tnI wIh...... to completed ....,..~_.,..,Of..1eas than. 24ll101dM~..daIIt ofFilaIA"lOIj:It.Qoflhe WOIk88 ..out inthe__I'.cUJl__ CellIIl' . and ..~tobe ma/nlllllled ~a fuI1Il8r perirXI of4 y8III$. .04. TI1eeu.4iM,("',,*,*.~fI:)tbe.~.~of~8lio1.ofllllt ~.1)tl"I~ ~ . . CllMIlIlgeanttlflheCOl...ctotfailJto ~1O,_"~pedodfllrdainlln91_hlll\lYlIU:::J1bed In ~GC6.02.01c), wII nott'iltblndlngon "lll()wMr. .05tlJ!ou1ctlheCG.iIl~cleCId8 not." llft\PIClY.ftG.Jj~.for ~aJIOI.~f!I'....of ~~a!"forbIII'Jlll. orpilll dJiI!InD or< I'U ~"~"~NmCWllI or ..te81~-Clf..~of~ty ~'or"""l8C.form2100as~""'~lheapploprf8le.~ . .~. &i'poIclelllbllt.be er~"~"'o~.... not "tI1an30 OIlJ$''WrlIlentlOlice ill advIJIoeofcanCellatlou, ehl!ingeor-.*lIIl!l"~'lt~ .. .07 H"CllIirlla""~ poIlcIeI "* ~"w-!>~1.~ GCU~ t3 A\IlIIH.1l11i "11111_.""""_.1 .01 AutDoIIObh liIlbIlIty insurance in'" 'Ill llt of IlcAlalsd WI..... sh8I have IImlIs of not.. than 5 mIIIon doIIlIIS.lm IIV4 per CIC:CllmIIlCeforbOdly... II um-,. d8maIJe to ~. In lie fclIIowing forms eIldclrIelf to ~ lie ()wMr _I hat .. "III.. 30 Oays'. wrIIIBn lIClIlce- in ~1Cle of any "'0( Trll'a... ChInge or ...ldrr18nttUlllcllllll_IMIIJ'; " a) 111 4llrd1lOn4\llll8d --.rIClIIIIIICIICY 1nc:Iu1llooflil ~J1 d C{oo.lIi"'~'" endolasrnent. anr.t b} 1111" _ owners foIm atIIiCIrMlI'l poIIDy 1i.,)1I II'1l*d perty Ii8bIIIly anlt aooIdent IJeIWiIfil:I illLlillldnd ClJI>OIIrIt Iicen.eltvelllcles I:I'Io'lii(IIl' (fj . Illr lie co."lJlor. . ..... 2C "~l r~T. ~." "'CcIlll..h.~j.IJ*,1,," ...1 ., '-;- : "I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I BC 6.03.M AIIalIfl..... Watercraft llabllltJ lneuranc:e .01 AiIJnft and waleiUaIllieblllly InsIlrance with respect to owned or ~ aiJcIal{- WlIle.Cl.OIIl if UllIddlnlClly or indirec:tIy In the perfon.18I1C8 of lhe Work, including... of IlCIcIIIIclnet premj$as, shall be $UbjllCtto IimII$ of not Ies$ than 5 million dollars /nc:lUsIve per ClCQUfl'el.1C:e.for bOdIly ~.dealh, and damage to ~ Including loss ()f use thereof, ancllimils of not less than 5 million dollars for aiR:raftpassenger'haZlIRi. 'Suchlnsunlnce shall be In a form 8CGeptIlt.Ie to the. owner. TIle policies shall be endorsed to provide the owner with not less than 30 Days' wrilleIl notlce.1n advance of cancellation. change or arnenclmellt llIStJictillll coverage. BC 6.G3.05 GC 6.03.05.t1 PJUperty Md Boller Insuranc:e P.....-rtJ ~ .01" NA IIsk$property /nsUrance shall be In the name of the .Conlractoc..wilb!hot OwlIefand the Contract AdminisIratornamed. asadditiollal ~insul'lngnot.IessJI1lIII;.Ihe:sum:.Oflhe.8ll1QUllt of lhe ConInact price and the full value, as may..beo>b.led 1n.IbaSllprlelJ....IW.Benlll'8tCondl\ions, of . MaIeriaI\hat is spec/fied to beprovicled by; the'OWrIer;for~clntothe Work, will a dedllClibIe not exceeding 1% of the amount insured at lhe sl\e of the Work. ThIs'InsunInce.8haIl be irl , a form aooepIabIe to the Owner and shalbe maintained c0ntlnuousiy UIlIiI.10 Day$,..the dated FInal AcCeptarIC8 of the Work, as setout In the FInal Acceplance CMIIic II . GC 6.03J15.02 Boller Insannce . '.01 ,. Boller /nsuranceinsul'lnglhe illlllruls of the Collllaaor, \he awner_lheC!x1\rllCtAdmirllllll..... for not less than lI!e l!tPI~ value of boIIera and pt'iilllf8 vessels IilnItlIlgpilltof.lI!e WorIc,$haI be In a form8C(;illPW>Ifl to the Owner. This insurance 'shaII be maidalned COIltinuolIsIy. from ()()j1......lCementof use or operation of \he pl1)pflIty insured until 10 Daysaller lI!e date of FInal Acceptance of \he Work, as set out In \he F'ma1 Acceptance Cer\ilicaIe. GC 6.G3.C16.03 . Use..... Occupancy of the WOrk'Pr\orto ea_.1bI .01 Should \he 0wI1llr wish to use or occupy part or 81 of \he Work prior to Su~I\W~ \he Owner will give 3O'Days' wrlIIen notlce to lhe'CoIl\111cto( of the iotanded .... an4 exIIIIfttof such use or occupancy. PrIor to such use or occupancy \he Co,41....kn. shall noIIfy the OWner Inwntlng of lhe addilioi18l premium cost, If any, to mainIain pIOpel1y and bolIer ~ Whicb. shaI be at lhe Owner'a expellse. If because of such use or 9llCI~theeu..~ is '.unaI:JIe. to provide COWlllIIgfl, lhe Owner upon wriIIIln notlce from \he.Conlrac:\DrcandpiDl:'JD:lIIICb.uaaor. 9llCI1paIlCy shall provide, mainIaIn and pay for property and -bolIer1nst.nnce i'IIurinillaU VlIIue of lhe Work, ineluding coverage for such use or 9llCIIp8ney, and sI1aIIprovide 1he'Cclf~' .. .lIIiIhproofof such . Insurance, . The COIl\J~' shaI A!funcI to \he Owner the UIleamedJQll1UnlllllPlicllble.to lhe Cuuh....kn's pQ;icie$ upon temllllalion of coverage. .02 The poiieles shall provide \hat, In Ihe event of a loss or damage, payment ahaII be IIlIIde to 1he0wner ancIthe CoIctracto1 as their respective interesls may appear. The Cclll\l~ sI1aII ct on behalf Of both the Owner and the CoIl11acto. for the flUIIlOSfl Of acIjusling the amount of such kMlsor.damage payment wilh the In&urers. When \he exlIlnt of Ihe kMIs or damage is dehrrnln$c1lh8COlllrlll;tol &hall prooeed to re&Iln the WOfk. Loss or damage ahaII not affect the rightI and ~\S Of either party under the ConIr1Ict except IhalIh8 CoI,baolo.' shall be entitled to such nil 11.'l8bIaextlnlicll'l of ConInact Tine I'!IIaliVeto the exI8nt of \he loss or damage as the ConlnIct ~_ _ cIeclde in 0CII1&lIIIati0n wilh the Corl\J...... OPSo.n..ICoolllllonuft" n cl. 81,1 .....,_ PIle 26 GO ....... ,..,...nt.LOlaur.l" .01TheContrac:lor shdbe.6l.lllhod to reclive fromlll8o... in addition IQ....1IDOI.Ilt eM... the ~".;4, the amount atwhiollthe Owners It~in ".1lJ,1liOn of the WOlk"'been~. aucn amount to.bepaid>aatllern~,,"',. lheWc!Jk ~ '~'. in 1ClCQI~~wlthlh!t ~ ofSCtil:ln GCU,MStSUllflnWdJlllll f'!.ij.l....a In lIddIliClnthego.~SIIa. be entiIIed to rec st,. f/oIn the p&y!I'.....rnadeby ...'.....theamount at,. CQ.~ lnleIe&t' in the AISIIoAdion of the Work. .02 The ContracIoraha!lbe Iespor.aiIlIe for ~~ under lh!tpoliaeaexcept..mem 8UCh amounts may be eXi:Iuded from lh!tColob.....w.!..~~ by lhetermsof lIIis Contnact .03 In lh"ventOf a _ or damage to the WOIk~r"Olllthe actiorl or Clio '1 (an oflhe Owner or olhers, the OMlerSllall pay lhaCv.ob...... 1he'(Xllt of ..toi~ theWOlkaa lhamluillllcluof the Wolk~aand In 8C!XIIdallQewillllle rflrtll'l1..,. of Section GC a.o,. ~1e_1lWIlllllt Md .~ . . Gel.. Cotlb~.. EquJpml I" T11Wi1N .01A111i1ka Cv.ltl411'. ~... iRstIIMOI_......~ maOOillely andequipnWlllt used by 1heCOllha..b for thepel1orm8nce of1he WcIIt,~ "'....in8lnIlcl.ll~ ~lpOl..y lIoIlIIs anc:t preSIUN 11 II.al$, 8lI8I be In a fornI. 8(<....."...~ and SIIalI not aIow ~~CIairns by 1he lnauretagainst lie Owner. The ~. ......endalted kI provide the ~_ not.... 'tIlM 30 Days'....... tIQIIce'ln aMrlCe of '* '. !~~1t..cIlaIl9& or amellc:lmellt""'I(IClOlIeI8ge SuIlJect lID 1,(1 r....,..~.Jproof of lklanciaI 'AIlt 1". theeonblldDo. for lII!Nl'll'I.lOoo at the cu.~ ~ "Owner.8QMI$.lID u~.....equIpment inlIu!'I.nCe~ and for the. ~. of 1tlis c..oba.a. the C<l..tI....Iwf.,.bec:l..lilec:lllD, be ineulec:l.This '1IOIiCY. .... be ...........lID pItMc:le pemifrflll'lforlhe ~Itl~'" grBllt.priorAl'muwiltlAlIIP.ctJl> ..to tIleCu,lb......... Eq\At:f._a . .. GO l003Jl7 InIurance "-....a.....QII ~~ n .01 UIlIeaa ~ Olber1'J11lthe c:lIlI8lion of ""1.~l!I,ll~ poIlc:y......be.fromlh!t _ of .:o..It.w.cenllll\tof Ile.WOitI unli 10 Days ..-. ofFlnilll AGceplilu~ oftlleWolk, aa setout IntheAnal~c.rtlfI(. . . ,02TheContr8cb' ... ~the Owner. on a "'~~to tile Owner.P!Qofatinlurance fWIor lID OOIll11le1lC111le1of....Wolk,_signec:l.IlY...'_"., oflhe c::u......... -...lh8Uilll.lJ ... or the bIoket. ' . ' .03 'TheCOhb~ 8h8lI' on request,~ ""'_Qwner wiltJ . ~lnla c:opy.Clfeach insuIwIce poIIcy.extIlllIIve.of ~.mm-.~..~ or~,beIIS ~.'$e."'" to~ t1eCOllt of tie inSIlnInce....... ~IllfID~fnl8COpy shall include . aign8Cl.Jr&byanoflicer of tIleeo......... din IlddiliQ.... .........~ of the irIIunsr'OI' the ~ Cll' the bIoket. ..,. .... . ..'. . ........d.... '. . -'-'-:_:.",-"':':' .04 Where apollc:y 1$ 18llIl~. tie ~........, ...~... Owner. on I form 'ecceptable to. tie OWner. RlI~JJedpl'QCllfofilmnnc8 irnme<'" n r~ ~llJ ~ of renewal. .06 .UnIaiIIs~llIed ~ ..C\II........8haJbllM~]lII1e fortle ~CIf_KlIible ~. undar1lle. poIIcIeI: . '. . . " .06 If theCc)l"~ .,.to .pqMdaorIllllIIlClll"ir""'" as requlrec:lln Illbse<Jllon QC O.(I~; COllltliCll:l/'SIrlltltaltcle. or alu"'....1R _ ~.f:)oc:jj!lll!lllll, 1hen1he Owner WIII......the..to ploYlc:lhnd !1I8/IlbIIlI MIl /nIlnnCle and give r. ~ .~......." tbthe ConlrlIdl:l..1'blJ ~s coat lh6A1Of ._.psytIbIe by the C.tUllli4wto.....~ dellllllld. ..... :5 . "liT I Il~ III 1.....CloIIIna.t ,I .~ "It .~I ,'I I 1 I I I , I I I I I I I I I t I, I I I I I I I t I I I I I I I I I I t .07 If the c....aGtil(faI!I toJl8ythe cost of the ~ pIIIced bylheOill!llerwillla30Qaysofthe date on whicIIthe Owner l118deaformal demalld for reiml:Iurssnent of lIUCh \XlIIIl$ tile Owner may deduc:t the cosls theIeof rrorrul101lIes wh/eIlare due or may become due to tile CClntraclor. 006.04 Bonlfin9 .01 The eo..actot shall provide the Owner wiIh the surety bonds in the amount ~ by the tencIer documenls. ;02 .SllChbonds SIlaII be isSued byaduly licensed surety compeny aUlho!ized to ~ a buSil:IeSS of SUllltyShip in the f'toVince of Ontario and shaH be malnlained in good &tancIirIQ. untlIthe ~.nW of the .ConIract. OPS......,. ,. "lGf~..TI.. 111_ Peae %7 ";~r. ~i' . ~- ---~-- SECT10N GC ,.. - CONTRACIOR"SRliI r cnunl.f1'iD AND CON1IlOL OF lHI!WQRK l3C7.G1 CUneraI -.;f~ .01 The CouUaCllOr ......* thatlht:sileOf 1heW!Wk~been visited cIuring 1hePf8Plll~q(ttIe Tender IPd 1hecharactel of 1heW!llk _lilt b:iiII'W+~ which may 8ffeet1he P!IIIrtl...~ of 1116 W!llk an! known. .02 The Contractor shaIl.1lOt commence the WOdc nor dlIIiWIr ~ 1Il1he ~~l!I'liIlhe .'ConIl~ ",AIelI r.I/llI!I._wriIIlIlA...to COI1IIti In~.,_ Wolf<. sigped.by ttIe ~~.;. .03 Th&~ -have ~CIlllIlIOI Of..Wcl!kancl shaIl6ff~. arid.!$,. IN WOdc SO as III IIIIUftlCOlIfor./llly1lllilll tile ~~. The CCllttl8lAol thlIIt~"'l$I:lIe for ~ --. ~ ~'. ..lIIl.a... and proc:erjUre$ 8nd.fOr i:OQIdli.....,g.tlle ~~of1heWork. #.;L~ _ _ .04 The eootoaotoo .....the _~.......... .dclft.opel81ioll.~~ ancI , . :-~ of Iel'np(IIwy S\rUCtUres andoltler. J.Dfl!rYJadlll_..the cJeeiOll and el\8CllIlo.n .1:1 "~ melm" JIlqIIil'edIn theIr..- ...... . .~.NotwiIJIllIloll4lng pslIlgI8ph GC <7.01-04. whInil..c....tJ~ 00cII1'lillftl:s. ilCUde ;iniJanS tot temporary struc:fIns. and oItIer~)' fiI\ 'q'Tf or!lPlClfy . IIllIIhad Ofconstl'llctlQn In .. or . p81t,.$UCh .-'11 and .melIIodIlhBllle C1o.,8IIirld.. plIIt of 1M delIlgnOf1he 'Nork..8Ild 1M COllllaclOr shall. not.. held .ftIIPOI\IltlIafor_fllKtOf lIIe d8s1gft. or lie speCIIiIId roetI1Od of 'COIlIIWClIon. TheColll!ac:k)r..... hoWeJer. ..nlJliD".fllll1llt for the execuIiol'l.of tueh~ or 1/Wi':11ied IIllIIhad of CClI'IIlIUdiclr In .. -1Ulll-- lIIe c..... Ibis "Pa..it!Ilt..tlle _1IioIl of.. WOrk. . .06 Thec.....~ shaIl-=ul8l11e liflImsof lIIlt~wllllln SIriCt CIOlllflli8llCewilhthe ....u11Ili1.1eo1tS Of INOoQIpJUOmII ~ andStdety Act. ItfU),jl89lt,<;.O.1 (the "Act") and OnbIrIoReg\Ilallon 2~1. (WhIch ,.n 1 I ConstnIdlOn~IilIG. ...., other """'-005 UI'ldlIr' lie .~ (tile "Reg\llllticolS") whICItmay8IfeCC tile pIItfOftl In tJOf..Woff<. as IN "CclnelNclor" or~~._ definlldtly.. Act. . tlle- may.. Thec.......~1IIIUftl th8t a) wodIer safety . gMln fir1t prioIftVln p/!InnInf. ~'lI8Ild ..,erfomlIng" Wom; b) ill om.-' andsupeMsol)' -'illlIWUI~. ~_lcnowflqe Oftlledulies of. "ooRStfuctDI" and "~.. defined by...Actandtlle~OftlleRegtII._ appI!C8bIe.lDtI1ItWcl$, . and a penIOIllII ClOt....AMnt lDGClI., _...... cta cop)' of the IJIlIlItQll'll!llll Wil'Ilon'Of the Act.,._ ~1atiQi1& ant ....... at tlle ~.~.. ,,DIIlce wtlIlln the~ Area. ct. In the ....ICllIOf..affice. In the JIC.! IISSion of tlle ~ .:~fortlle~OftheVVOlf(; ..... .. '.' ,~~ to carry out....~p..!.. .lI14tlcnowtedge, skIIIsandproteclive~ . '11lqIIired by .. orlllCO!_~ for_by.~i,l1dustry l18C.tialloo lD8IIow1tlenl tp work In safety; . . ......, a) ill $I.IpII ~ employe IS C81'fY0IIt1ll4lit dutiIIIinadillgel'lt and reIfIOilSillle manner wll,h due ~for1he heallh...ur.tyofthe~1IIld f) lilt Subcollll~..ltleIr lIIlploy... are~, pi_led from Injury whlle.lhey.... atlhe WOI1tpleca. . .07 TIle CQr\IIIQl:lrWhenI'l!qUestl!d ...provilit...Olttner;Wilh8 copy Of",heallhand t8fety'.~ and~at tlle/ll'lllll1t. t mrlUi1g. and........ItJll~to ~ fromlheOwr!4ilr for ~lNdIOil.,,*" mdlOCls .8lIIdprocecllna.for,~ OIIttl1e WOIk. CCln'IPlYwith lhe 'lMJ.and ~,~. TIleeo..........~.._.t...l.l.lllllI~es of_Owner lIIld~tQtI ~n lIi!~!D ....tlle Act andlle~ 'rOans ......ltJi . '. 1~ rIIons Of workel'l1eaItI.\ancilafllty In the~otll14t WOrt. TIleConlhlctot ...~edlhIff8lld$8Wthe Owner hlrrrn(llJ\'o!!\any N4~" ......~. lhe. Owner '""'. /nc!lI:'.l'l,,- ..WoIk" jlilifO,lbOl4. II ........ of the COI.."'*"...... toCCln'lPlY _ JIlt.. IIU' "I 1..lJ.........8Ild lhe p..~ '. .....21 -...... (' <ir .11'111......' il,l1l1_1 ... . ~I -I I I I I I I I ') I I I I I I I I I I II I I I I I I t I I I I I I I I I I I .08 Prior to~of!he WOlle !he eo...,acIor....provide to ttlltOc;lnnc:t ~......Iist of those producls QOIl1lolledundet!he Workp/aQe~ M*,*~ ~OI'WHMIS, Which !he Conb'1lClDf expeGt$to use on !he Conlract. Related ~ r1 r '* Saretr DlIIIelShc!els sbaIl accompeny .l!1e $Ibml1sio1L M c:onlainers ll$8d in !he aw~ of producls. CIClIIII1:llIed under WHMISshlllIbelalllalled. The CoIdlacto. sbaIl notify !he Co..ll...... AdmiIIlsII..u of ~ in writing and provide nll..a.1t l'r~lTia1 Safety Dala Sheels. .09 The eo..;l(;k)( shall have an aultlolized repI ass nlative on !he site wille any wort iSbeintperformed, to acttor oron!heCo..bactor's behalf. Prior to COhllMl1Cel1llll'lt of c:onstruction, Itle Contlaclor shall . notify !he Conlract AdmidsbN of !he names;'adclle88B$. positioIltlll1d' telephone numbers Of. !he Contractor's repreeenlatives who can be COIItactecl.at any time to deal With mailers ,f8latillg to !he Conlract. . .10 The eo.ob~......at no' addIIIonaI cost to !he 0WneI". furnish aI remnable aid.', 'wlioo.e and m'T~ICe"requinld.. by !he Contr8ct Adminis1nIIDr'for1he:1JRIP8f: ill$p6oUonand .......~of the WOIleor1hetalcingofm-l"- q"l8IllsfOr!he~;ofipaymenl . . .11 The c.....~ .... prepare. and upcIale asteqUftd. aconSlluctioruched.lndicelilg1he liming of 1he'major and crilicallICtivilies of'the Work. . The 1CheduIe' shaI be'designed to ensure conformity willi !he specifiedConlract Time. The schedule shaI be submilled to !he Contr8ct ~.... within 14' Days from !he date of1he ConIract lIWllIRL .12 WhIIe,!he co............. finds any error. irlCCll sls'lncy' or om" li:~j Nlatlngto 1he' Conlract, !he '. Corltleclo( sbaIl promplly'report it to !heContr8ctAdministrallClr and.... not prllOlllldWlltlthe acliYity affbcl8d' until receiV'.tg dirilClion fnlnI1he ConlnIct Administrator. .13 The eo..""""stlaa arrange willi !he approprIale utiIily aulhoP'~ - for !he sbIII!e ll!lt of sa ulodt.lI'wnd utilities and .....me connections Which may be ~ by !he Work. The.c.........b shaI be responslble for any damage done to !he IIIIderground ulIIlies by !he c.........4(s foR:es during conSlIuclionlf 1heslake ll!lt locations _ Within!hetoier.lC* giW!In' inp8l1ilQJ~ GC 2.01.01a). Ge7.G2 Layout .01 Prior to CClI'IlIIleIIOl Of conslrvc:tion; !he Contr8ct Admlnislralor and1he C<!oltillCllOr wlI.lDcale on sitelhose property bars, b II lines and benchmar1ls Which _ IHK!! t 1 1 to delil1 1.11 '!he WorIQng Area and to lay out !he WOrk. aI as shown on !he Contr8ct DlawIngs. '.02 The C....bcivh", shall be responsible for1he.~ of all property'banrwhilrt !he Weft is in progll55. excaptthose property bars which must be IeIIlOV8dto..... iIlI"'-the~ ,My oIher property bars diSIIittled.. damaged or removed by 1he c......cu's operations shaI be replaced by an Ontario Land ~, at !he eo....-to..s expellse. .03 At no exIIa cost to-!he 0WneI".!he eo........... shaI provide !he ConlIlIct AdlloL48I>iIdl:lf With such maIeri8Is and devices es may be necUSllry to lay out the barlllne and benchr'narks.and as may be nee I! r y for 1he inspec4ion of !he Work. .04 The c........... shall provide quaIilied ptlIlIOOIleIto lay out and. '""t~bIsh. all .... and .~ nee! Bllry for conSlIuCIion. The eo. jb~' BhaIl notify !he Contr8Ct AdrnIooisb.... ofany layOut wort c:anied out, so tIlat!he same may be checked by !he Contr8Ct Adnlil...... .05 The CoI.~.....NtaII and mai. SUIab.lllIeI aIlgnment ....... and ~' .._lIIl'ks as may be requirelf for 1he proper execution of lhe Work. The c............. BhaIlllUPPl'loneOClPY of aD aIigr.ment and glllde &heelS to the ConlIlIct Admi..~. . OI"8G1neN1ao. rr ...c.......t.f U t... ..... 21 .,;~:;. Jl6 :-~~=.-=~~~~J1t~~=o:.r~~~~' CClnlnlQtAdlniM..... . . .07 AI....1ltIlIlI5 ...I8ferellcepalnl$ JlIQItldllll~.~ AdrriiI_..i"i~ pAJSeIV\lld by the cu,41",*,". In theClS8Of1h8ir IIU~ ~ OI'removaI.'.~ ofthfl~llOIl)(. .operatiClns. SUCII slakas. maI1\$ and .-.nee poiI'IIS.... repla;ed by the Conhct...li$t..... at theC9141.........~ .......; Ge7.G3 C..... byVllIJ IJ'or.ollM.~ . . . . . . . ..., .01 It at any \line. in lI1eoplnion of !he conttac:t~""'~, ~ is being done 01' ...liI!eIylDbe. done lDlI!lyR...~1l'I1 01'.'*"1 1n~.IVI.nt .....~ lI1e Worlclrlg ~ by lI1e~ '~.or Cl4her 8q!lipI1IlIOI. wllEIhIf IIcellSeCfqr9llL! i.!1 U 1Iequlpment. .CQ.1Il........ 00 lI1e .cIUction of theCClnlnlot~"""'._It...j....~lD lI1eOWner..d1eI !IllIor ~ for SUCII veIlicle8 OI'~~."'.fDedIrog&. or In iame 0Iher ~. ,~ theca."Ufsucll clarnagelD ..U.I' 1 lol1lieContrllct AdMIloillti...... ...... GeTM Eo lll. LCtlll...af......'f..Lflll. .Of"m.. a vel'Ilcle Is hailing Mlk;lIIlI for '* on...~Jnwbole 01' Inl*t upon. .MigIlwa". anc:l wMntlll(llOrvel'llcle ......u...\ Is IllqU/nId for___ ~JI . the COhhillCb....lI1!lIcauMorf*Mil auch1lllblGle.""'~- .... ....,.JftJllln lilt HIfI;-;" TnlIIJcA<<.Ils.o.'eeo. ~c.H.',,, am'lIlled. \lftl8ll* SUCII.~.,Js ",.,i I. 4. ~....... Of.1\e Co,ll ,'~? ~""I. excepfYlllent"" eIesignatId ....WIlhIb~YL'IE.~ ANa __ O\..tdt_." pem", :1 Thecu...-.b ...........~ofw.lgIling.tlU Ilidttlillda. Ge 7_ C:DllCllUonf. "Idhf.. ;Qt ~Cl;.I."""" 8hllllJllIinlIln .Ww'N"v ~ lII'_~ ancIhefittnlhe ~of lleIIla...cIler lIll!n.lh8itcat_ by1heo-. or.... Ge7M ~~I.lld_RaldWllp""""" ;01 ,Whenl.~'II.~ Is. 1I,cl9lI"4lC!f.I;IIk..- sh8lI be keptClp8l\W 'lI'ldIIc.' .... eo.,.~ shill. 8lGllIIp&...~JIl>>!ilded~....~ "J1IIPOII!I_foI'~lIIlll rnaineIIlnIn9 for the d!mIIion.,..... aRlllll.'.J""lI!!t1llf0lfci1Q Anl8,.......... ~1Il)Jl~ ~/. .ir\ckI!lInt. NIOIId.tInder ~~,. dll!lliun Wllhin OI'!KIJIIC".lD _1..vhwey.1n ace~IQaWllblheWTCO. .02~Coc!\laclDl''''' .l1Otbe 1lIIqIliAId."lUl~~'~~LJglIlheWoricllleMaiuntll$UCb1kne as . ~~~.;;t.i.~.~:c=~~_t:~=-c:.~or~~.=t.of~ not be ~to8PPIYdeiclng(;l...i+ .~ or ........otl!llltYOUl 81~. ~:"<'." .' . ". ....:'-',(':i.,.',..". '.' ..... ..,.... '.:. .,,,< .03 Where localIZed and Iefll.lttd I8CIiOnS of _llIQI'UuilY only are .... by the COntrIlltOI"s operations. the Co/ill4lllfllll wit not be requir1ld _ __ tmervening 88ClionI of ... HlghY4JY IIRII suclllimeS .. .....lIIllCtiona... ~ ~ III wilhin llalmilsOflhe ,11IgI.tItat .lfecltIl4by the ev.~ , IJ8IIlHJI oplIlIlIIlioIIs....lhe Co/IUOl . -,." .',.. ,,-";' .... : " .:,.::. '<,' , .... "..,' >,".. ." . "." , .'. ..... ...... "'. .' .... . '. .' '.'- .04 Where the ConIract DocuIMhII flll'VId8 for 01' the Cullt(.ct ~.... nIqUires detourlI at speclk IocaIIon&, pIIVIIlInI ".. the CillllIUV\:tIOn Of.lhe r' ~ ~ If requRd. for'" tubeequent .emovaI of thedlltOln.w11lle--atlheCilil40-.t-- " ....~1IIOIk. . . - ...-'IJ JI 1.1 ....-. ... 30 -.. III I: . II1r"OIllIIlIaI,1111 alf'-' .~.I .., 'I I -I I I I I I I I I I I I I , I I . I I I I I I I I I I I, I I I I I I I .05 The Corltrac:l<<. 1ha111II8lt_ina-.llsf.lclCJYcondllIOll for.... ."~lhe~Nea. at the 0Wner's~. ..l)Iltalldlhro!.lgh Ihe W;"i,kIll9lwa "~arir"""~ln ~. wiltl..,..~.~ or.requlnlc!by lhe ConIr8C:tA.t1lllllll.....(~ tor alIlabOut.~IQi" IlrTials., dO "wortahal be at lIle OQ.ib~JlfiQlIi$~ial.U., the WOIkand; wiIete there we no such prices, at ~i.1M IJrices. ~lll 4r9tl1e ~ the cost of blading requlred ., Il1lIinlajn the lIUl'faceof such roeds and 'delOura. ahaI. d~" be. included in the price$ bid for the VlIrious IIendar ~.end no ackIIlIonaI payD*It wiI bel'/lllda. .06Whelework unc:IllI:.,."CoItlnIC:tlsdisClllltinued foranyex\ellded pecIcld iI1dUdin9 J1~'llal!t~ '1he COc,"."" WIlen direQed bytlle ContractAdmlnistralor.openandplac:e MROiIIdWaY IlCld delolJl$ in a pal' 1ibI&. .. and salisf8cIo'y CIllIldiIiollfor pubic travel. .07 WheIe theCOcllractllr.CICIIlIlnJd:s II detolx whichlsnot speciff: "iplovidedflarinu..CM4Ial;l ~ ormquiradbytlleCol'llnfCtMnliilll"~.M ClCIIllIlrUctio oflhe deIl:lUr~iC!;If~ lhe' sclbHqI'llllt ,~'1haII be pelfonll8d.at;the'.Q.,.ib......s......... .The.cfefIcltIr .lll!aU.. be constNt::Ied~Il\IJll.lt8i.ed .,SlI'UClUnie8l'!if'~..._~~..bythe co..... MminIsfIator. . RemCMIl and sIleraslDralilln ahIIlII ,. be. peibmad.:as.~Jl It.dby Ihe c...;tt.,...t AdmInIstratllr. .08 . Whent. wIlhtlle pdor'Atilllln IIPflIUV8I of IheC<lodl.ctAdmiM...lheHighWaya, cIlllIeCt.en<I the 'tratIlcdivlKled llI!li'eIYofflhe HiglMay" any __ .lIghway. lhe Cwb............ atnoexhoost to the Owner,'8UflP1Y, 'eteCland m81nlllil.lr.8fIIc conlroIdelilces in ...CO;.... Wil!l the MUTCD. .09 ~lt#wIlhjhdllegcqpnMslons shd in noway I8lieYe tlIeC!llltracmrof~mlY~1S \II1der . Il~GCt.01;' P,,**,,OfWllrk, PIIt'IaIl$and "PRlperty. dn'i18111ilh1he.O':',.........S ~ fIar .~ dalms. except for claimsarilling llIl88CtillCls Of IlIghI.,faywil!l!Rlhe W<lddllll Antalhat .. being maL_led by oIhers. . OO7m AllcuII to PropedIes ~ tile Wort. ......f'IIPIlOftofutlity. Il.... .01 The CotIlJador.ahaI ~ at.. times, and lit no.exIra cost 10 \he OWner. a) adequata ~~~ vehlcular BO: ass; and b) CXIIltinuIly Of UlIty....ice$ to plopel1il$ *'JQInlng \he WoIIdng Area. .02 The CotIlrac1Dr sbaIl pnMdeat aI times and alno..,. cost ".the OWner ace...., ftlehydranls. and water and gas __10- 1 li in \he WwIdl""Ana .03 ~ any ~ in Ihe SllPPIY. ofUliill.yIetVioes .. .RlqUftd.:end,... ~... by the Cqllfl8ClAdl.......kA.lheCu.dl..m.ahaI ..,..lhe ~ properlJ I7<NI1lIia .lllltii:llJin IIClCOIdanoe wIlh sublettillll 007.11. NoIIoesby the Cu."..cfIQ,. end silIIIlIn8IlIl8such ~IO" II) creale a mlninumOf irllal'ference 10 ItlllI8 ..~. Ge7M AppnMIs lIIld PemIls .01 Except.. epedlIed in IlIbleGllon GC 4.02; ~lIIld Pamlil&. theCu........... ....~and pay tor any ...........IiOenIeS..and C8ItiIIcates which lit the date of tend8t~!'lg." ~for the tMbl'll8ilce of" Wolt<. . .02 The (;()r........ ~ ..~1Qt for all ne--T1J inIpeoIIons requlred by the ~J. and permits spe<l1hdinP8QOl8phGC7.G8.01. . ~rwW"nl "CJ.lhill.rrr .1m".. P8geS1 OCl... , .IIJJI:.rll!f...... - . .01 Tbeeo..""Ior. upanwrlllllIUIClliiill:fl'am....~..-~...... dlacoIllil.ue or delay any or aI Of"'~ 8IlCtWOlft sbIIII not be IIltIIftled ~lI(.;Q:lltllac:ot M..~ . dIniic:ts ill writing. '_ DeIayli, in~drculMIanees. wIlb!l,tdi.. iJl.ed:~4Ing to wIl&e IIliIlftGC 3.08.~. " ..'. . GC 7.1CJ' 'COnIraCtOr'a fugM to ,,=, ,.wWl:lJkor TennlnIIe... ~_ ..00..lf1heOwperil.~~or~"'flr n""~forJhel1elleflt.of~~ "of inItJIiell(;y or , a receIvef ta Wll"'- ~r rlt~of insotvenc.y. tile, c...ill~,ftIW. WIhout ~ to any CIIfler right or IeIJledy tile <::or1J it.lt ..... by gMng the OWner or l8C8ilirer or \nIst8ein~wrltlennoticle.lem'lin__~.I.iW. . . ATi -'If the Walk illfIltllled<< ~ 1lBr~lot~(IiWlCli4 Of 30 Days or d~.. _ an __of. CIlUIt . or 0lIW~ IliIhclrIty end pfOwIded1h1lt ...~ ....._lIated .. :IlIti8lllltOf _Cor.fault 01 "ElIIollo.b or 01 anyone dlnIet1lJU.lj:.I_ ~ .p::~ ~ 1he COI.~,,,,. ~~ may. '. . ~ to anr other lIgbtor ~...~ may have, by ghdng lhe-Owner WIiIten -' . 'temllf1ltllheConncl - ", ,,-.-. . . - . " .03 Tbec...~.... flClt/fJ the Owner ill .........., to the ConInIct Arlm/nitU..... _the 0wnIri8i1l...ot..o."...~...atll1ll...1 .Iif.'" ' . a) tile Ct.ilb..lt Ado4lM_ .... III .....(lWIIIKI I III CGCIRllInc&wIIh 1M ",~IIli1.... d Seallon GC.jU~r-,....,"'*and~ - '.' . . . b) tile 0Wner_ toJlllf1M ~....... ....=:_ due dIiIt8I.ide IRld in'" GC .~ "02.03. CeJtlll:llliOR" ~_...... -. " ..,tIle ConInIctAdli'lii14 '. .wIthIn 30 ~ Of 8ft .... by an .... .LtiI<<COtIft; or . . C) 1MOwMniOllll8s1MflICII,linIMe..oflheCOi.I\I<:I, '. . .04 Tbe COI.~ WIiIten noIICe 1IO 1M OWner ....,...' 1he ddItIIt iI IlCll COI1'tC*ld in the 7 DliIY* MI.. M.. fJ.r (ollowlng the lWIOlIIptoflhe'*'lL . nOIclIlIe eo..... may. wlIhoUtpRljucfiCll to any OlIWrightor RIll. Ad) 1M c........., may hlMtliIDp tile WoIk or"lL.lJ n L fhe-Conlnlct .05 If tile COnnclDr "'hi I. lie ~.... ....:.. ~is _..'in lhi8 ..U;lkiIl.the COIl'~' sbIIII be~ to be paid for "workfloi_i~'hccolI"'gto llle eo..ac;( ~," end for any IOIlIlIa or ..~ _lie co.~ ."'Illlllln as. I'elIIIlt 01 lie ~oflle COllllact. ~7.i4 -' ~. No.m ..,...~~', '0~~ """" H' .01 . ElilrcnI work II c:atried. whlcllmay IIlflIct ":~or c1llll"llllons of My Mil. or lIIIl!ftCY of .. . ~or..,,..,. COIllJlJII1J,. . .. ..~AO!I.IncludIng. munr."~ or any boIId or lXlIM lUlu" IleIllIOt'_lIt. . _ .~ of the .....,d/.AWMOt Of epealIied opllIII1lJJ...... pI1I.SCIIled elu',Dn iii \tie , .f.lracIirMnls.lIIiI CliI LLf ~ 1lhl!It give at /eaSt 4& hcIura lIdvanoIt WIiIten noIICe 01 the dlIte of . .. . - cf such WDfk to lIIiI flll'lIOn, conipBnY. ~ (:OIIlONlIOr.. boIn.l, or ClOlIII\ !111M _iIl'l 11lAI. .02 In tlteCll&d ~.. or ill,*IIl.L-MIII...it:fW t. _JInes. ,*,1n8I,UlQduila. f81m....~ or Olfler JlUbIICor ptMnetJ G,lII!IlId~.'" ......,,,... (:QI*~ .. imMlIIfri.J\I...,.." Owft8r"'llleCoull~AdmIi"'" 01"'10'''1 lanII'cIItlllIrcflUCtt*'ll glIl:l1'~_ - . - ",' _' " -," --, -'. ,_",-.- ,'"' l', ,__ -"~ - ...... 32 ;l1i:l In" ,"lIftll 1"1.1 ..... "I. . ',- .., I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I 007.12 ~ .01 Except as otherwi$e noted. in lhese General ConditionS. the CocIlraCklr -.......lllefisks and responsibililiflS ari$irIg out Ofarrt obI;truc.tion 8IlCOlIntared in the performance OftheWo,kand any trafIIc concIiIIons. incIudiitg tnIIIic ccnditions on any HIghway or roadglvingllC< m.IDtheWorking Area caused by &uc:h obstructions. and the CO..bo....tul shall not IlllIke any claim against the Owner for any loss, damage or expense OC( ""led lhereby. .02 Where theobl;truc.tionis iI UIiIity or other man-made object, lhe Coclll'ac*l( shaIIllCIt be RlCluired ID. 8S$UDIe.the risIIs 'and I1ISpClrlsibilities arising out of &uc:h obslruclion, unless the Iocalion.Of lhe, obstruction is $hewn on the plans or desa ibecI in the speciIicaIions 8R!,fthe Iccalionso $hewn. is wilhin the ~ specified in paragraph GC 2.01.01 a), or unless lhe. preslnce and loc;ation Of lhe obslNclicln has otherwise ~'made known ID the Contraclor or could have beendelern'lined by the visual site im'E'ltill'llon made by theCo..b....tu. In acx:OIdance wIlh these GeneralCocIdillons. .03 During the COl.IISe of lhe ConlIact. It is.the..conlniIdor's>respollsllillty,!o,cc.... f'rilII UlIlity QOnlp8I'Iie$ , : or other~""aUlhoriliasforf1a1hertnform8ll""egard:ulhe8OCllCt1g(' fUooof theae UliliIles, . ID exeroise the necUlllrycare In c:onstnlCtiorr..........srand1D1lIke-aucltGlMr.!"C*dions as are necelllllY ID safeguard'the Utility from damage. 00 7.13 IJIrdtatio,lS of Operations .01 Except for such work as maybe JeqUired by the CorllraC:t Administratllrto mainIlIinlheWottina 8al'e and:aalisfaclDIy condition, lhe ec...b4<.lo.' shaD not carry on o,.aIatiI.olS under lhe .Conlnld on Sundays without permission In writing from the ConIr8ct AdmiuW,..... .02 The Contractor shall COOfleIBlewilh other Co.lbalitl),'S, Utility QOnlp8I'Iie$ and lhe Owner and lhey shaD be aIIoJlled aoc ! IIID lheir work or plant at all reasonable times. 00 7.14 CInnIng Up Befont Acce.-- .01 Upon attaining S\IbSWItild Perlonnance of the Work, the ConlIaclDr 8haII temolIe surplus. matetials. , tools, construcIion rnachill8lY and equipment notRlCluired for lhe ~ Of the.IlNI.IlIl!JWOrk... The Cudll....tu. shall. _ aD temporary works and debris other 1htIn thltcaused by, lhe Owner. or others and leave the Work and Working Area ~ and ..~ for QCC:(1p8l'lCy by lhe Owner unless olt1erwlse specIlied. .02 The Work shall notbe deemed to '- reachedCOIIIPleliclh-unlillheQ".....to.nas IlNIlOW8d surpl\Is rnaterla/s, lcols, construcIion rnachlneryandd~ The Co.dl~ shall ..... removed . debris, other then lhal caused by lhe Owner. or others. . . GC 7.15 Warranty .01 The conlraclDl shaD be responsible for the properperforrnance of the Work only to lhe' extentlhat the design and specIlicalions pennil sucII performance. .02 Subject to the prevlousparagraph the ConlracIor shall conecl prornpl/y, at no adl.tilion8lcost Ie lIle Owner. defeclsorcleficienc:les in lhe Work which appear, a) prior to and during the period of 12 months from the dale of SII~dilII PeIfoImanee Of Ihe Work, as set outin lheCerlificale of SubslanliaI Perfol'rnance of the Work, b) where the work isCOl'lj1lnllf after lhe date of Subslanlial Perfonnance. 12 months lifter Cornp/etioA.Qf"Work. c)' where there is no C<<tIIicale Of SubslanliaI P""funnance, 12 months tornlhe _ of ~ of lhe WOIk as set out in lhe CompIeljon Cet1IIIc8l&, or ClPS.-'-(, 1" lar~.T J' .....1_ ..... 33 d} ~tonger~lIIimayo.8II'~iiledfllr~tlIilWI _or...ofttleWork. The ..CClfllract ~ wiII.lllo)lJlllll'1lPve tIIltc..~. ~ Wltlen IlIIIice ofollsenled defeC;t!; or detcie..ciu. . . .03 The eo.dlA..l Shall c:onect or pey for It.... m~ from cccreclions macIe under the requill'lIll81\ls of paI'"l1''''''' GC 7.15.02. . .r,' "'!":, .~ ~~'- "!J;;'- '.~"--;.' ... , ~"'" ."~.- .~---.,. . P8geat -CIlIIt.....~ 'qJ IldC~11l..r.I:111" .~I . '1 I I, I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I SEC'nQN GC 8.0 .MEA1M.~ AND PAYIIINT GC 8.01 GC 8.G1.G1 IlfHl~ Qu8ntlIIes .01 The CoIllract Administlator will make an eslil.1ate once a IlIlllllh, in writing. of .quantil.yofWprk perfonncid.. The first estimaIe will be the quantity Of WoIk peIfonned sinoe . ConlIactor commenced theQ)nbBc:t.and ewry SI~B .lin ~; except1heinal ane.wII,be oU..quantity OfWolk peIformed since the pr80lIding El$lk... was made. TheConll8ctAdminiltnltarWlll PIO\Ilde the copy Of each ....,. to the CoI.bactor wilhin 10 Days Of the CuI-01f Dale. . ',02 ' Suell quentilhl$fQr pRlSIf. U ~lls' shaI be COI1lSlrued and held toepprOiCin..... The final " qt.aolfillt..fQr'the I$SullnCe Of the COmpIelion CtlrtIlic J 1 1IhalI1le'besed Ollthe~ Of Work , compIeled. .03 Mnl~iIement of""quanIIliesOf,theWc* peIfomled:will be,lIilber'.by.....Uq ,''WI1ent or by Plan Quantily.pridCipIes as ~ t.Hn 1Ile'c...oIIau:'''~''''~.G_1lily mBISureIIleIlls wiIIllllml8lIy be I'nlIde Ullii1g PlanQuanlltyplncij:lMbutmay.whent'lIPPI'I3P' 1 .belMde using ~~. ThOee'lliems' ideillilied 0II'1IleTenderbylt!8llC1W1uA (P) lMhe_ column "shaI be paid aC:lCo,dlngto theABn Quantity. Items 1IIhenlthenotallo.I (P).... not 0IXIl!I' shalf be ' paid acx:on:Iingto Actual MllnI.ilh*1l GC 8.01.ll2 v.......ln Tender QlIalIllllIl .01 \M1eIe .eppe;nIhat1he quanI/ly Of WoIk to be cIoneandtora. . rial to be SlIpIlIled by the eo..~' under. unit.pricla tender itenl wlI elOCeed or be Ies$ 'lhan. ...... quantity, the (;ojdl..cb' sh8IIpnx:eeci to do the WoIk.rorsupply the MIIlllriIII8qlIiecI to4OfllP'Bite the lender item and payment wlI be made for the actual aIIIOUIlt of Work donII8lldIor" . I irltupplieltat the unit pIjoes. sl8te41n the Tender except as pnMded beIcNr. , a) In 1he c:ase ofeN8,jor lIiemwhent the quantity of WoIk peIfonned and/or r,' 1 1111I tupplieItby the c...,t.~ ~ the tender quantity by _than 15%. elherparty to the ~ I1l8Y make a wrilten ~ to the other party to Ile9Cf Jl a AlVised unit price for !hit po!tkl,H:lttheWolk peIfolmed .ror'M"'lAlppied which u;eeds 115% of the tender quantity; The llIllJQ'il1i:Jrl shaI be c:8ITledout as 100II85 Rl8SOIIIIbIy pofrllll&. Any 18t1&ln of the unlt.price shaI be ~ OIl the reasonable,cost of cIoing the WOIk andtor euppIyIng the MaIiIriaI under' the tender itenl, plus a llIUQJIIIbIe '-0 .1IlII1Ce for pdt and 1IPr~ evertIlI8d b) In the case Of.N8,jor IlIlm wi.- the'ql/8l1llly'ofWolk......."...f8ndlorMal8lial~by. CoIlllacto. is _"*' 85% of the tender'quantity,the c....~ meymake. Wl'itl8niequMt to negolial8 for the pcII1iQn of the aetuat'CM!lheadnnd.lixllcf,cOsts.~ to . amount of the undemI'Iln eJlIC~BS of is'll. of the tender quantity, For purpa.i. of_negDlillioo..1he.O\Iet'tl. ~, and lixad costsapp8cable to the Ilem 818 d.emed to '-been pIOIQld. unlramIy over 100% of the lander quantity for the item. QveIheacl costs shall be .........nod by. . . ment 08ItilIed by the ec..lll~'s senior linanc:iIlIolIicer or audltorand may be aucIIled by the Owner, AIllIm!ItiYeIY. where bolh plIItIes agree, 811 allowance equal to 10% of the.lIIlit price OIl 1/18 amount Of 1/18 unden'un In excess of 15% Of the lander quantity wiI be paid. WrIlIen reque$tS for Clompellsalion must be racelvecI no lalar f181160 Days'" the ~of tile CompIelion Cec1iliICal8. GC 8.02 GC 8.ll2.G1 Payment PIIce for Wort .01 Prices for the WOIk shall be fuI oompell8lllion for .. lebour, Eci!iPmenland ..1lIrja\ raquiI8cl.inils pec1o......ICIl. The tann "8I1Bbour. Equipment andUelelW' shall include H8nd Tools, ~'ilS and other 1ncidClntaIs. OP$GliRMlr;w~II; ...afCiDi!lnlCl".1 ......,_ ... 3$ .~ ~ynl!IntlOrWOrlt not~i "'i~ld ..__..,one 1em8Rd wilhouf splICIfied del1rlli; of paymentdbe dU.....l6tJetn..iliHinihe ....._~ It is IiSSrK'I""'i, GC 8.G2.02 AdvwJce ~"'''''forTn Wild .01 TtIe()wner WlIIIl18ke advance payments for ."'1 IIllIkllilWldedfor ilcorporalic)n in lI1eWolkUllOi'l4M ~ 1~1&1t Ofll1e():!.41.....tOo 8Rd~dhlOtct..till:Jwlngtl!lnlls 8Rd QOIIdilions: . ". .)lhe c.......oli:>. ......in 1IlMIIlC& Of ~of.....~otll1e Matedlll,llIl'8IIQefor~ . . .... ... popel' -lI\J& "")Illlio8_noIIfy.~~,_.act~"It__... Ofltlelrlocallona. '. b) 'lhevalUeOfJgglegrkJ,plll-3111"dllllld...l.4~"'1le"IUUd bylhe~JlI'OClldure: i.SDurcIIsOlherTbaneo....~ ........ .., ..,.... (1)Gr8nullIr'",', 'B'and ....,be 1111..11......<<60'1(, otllleCQ.ltt6(j( 1lriCe, (2IColna and flne 8IIIl"i111UforhOt,*tISfIi . ~0ClftCftlte. surf8ce treaImeRt'" PoItIIiInd OIlliMl 4l--A lIlliI>beJ llllfad.......or 25% Of "CcII\Ir8ct pfIlle Jar eac:iI ",...all! ~, . "~i.' 'COImIeICI8I Sources ~t PayrMntfor......... coeree'" fine ~ .IJ I will be consIcIered 1Itl!le8bclvJ" When "'9f' such..!'I I1aIIs Muta.JH.d ..........LL,Jl:t......... furItlerproQ"hfl$ll be. G8Ii1ed ClUtllefolwlllco.il-_'" .......III~.......... ptOduct.~~ forOlher .1 . I 1.....' If. a oonllllllfCilllllloURlnillllllttle fnlIde. cl P8Jlll8lltfllr .. oIJw mill" ..... oa.~."dll d a1tnJttant in lie cYIl1l**1ItIIIlI be b8sed on tile frM)ice price, ... ... eo. lJ,/!....1IAlmIt JIIOOf ot cqttotlle ~Il"'" Adr..... beIin payment can be made by...QwIlar. d) The ~ for.. · '111 1aIs.... tle p1'1lo 1-' III ! Lit .. lIPPfOPIllIIe IIIlnder iIIIm by tlIIYlnIfor SIIftkje,1t lIIIIls Of...1IiIlm to cover'" .......... ~ . IiII. Such payment Iiil1d not 9lIIlIelISO%- ot.... Culilli!l4 price for'" itrIln. elM '11' __ for......lha ~. ......"...fiMI .~..ce ~ ... tle -pieced. ..... .tlnT. ",dlllDr8lJllocallon il'IIl/lJi I .. upolllllil\llllPl." mld8rIIllI.....~tJehclld brtIMJ c.........in 1lust for tile. OWner. '(\l ~ 11!l!l.18CUrily for Illy .monlel"~ by.... 'Owner8.llClfllr lIIedueOOllJllII._ or W.... 1ht~~ ..... not~mr_..8Ct or ___ incoI......lt wlIh l!IlCIt $IClldy' ~.-1IllIWI8Il)'........ 1Ie.,.,.1oClIIloI1S, ItlIlCllPtfllr~"lUllinthe WGdtt~ the MrII.nt.I.--.ot_COflll8Ct~, I)' .Suc:tli:T 11 -..../W'nlIin lItlbelillk ot....~ lL. ~4whoshall"'fU~fOl'lIIyklils, ~.1heft...""" UIlI or~""~ "1 I bOwe'J8l' COP! trll. . ,02'Vv'/leRIthe Ownermalles ....~~U~1l> the l:OIICIlIion&lISrIdin paI~nIp/l. (3(: 8.02.02.01. such~~.amshalnot"'4"'" ...fJ'ItIl'-" "~by""OWner' /I(;'~ ,-0nIy be Jl:llJ,,~'WMn the IIllll IlJI ~.",tIU/llllllll oI'''~'''''. ,,*1IIc*"- _u2.. t:t.M1L I ".8IId ".rlll"<" '. . ~.,. . p GO a.02.... ,."",,111 "-lfIIllII4U18d .-:, , .':' .01 The V8/Ue ot...Wofk pfJlfonneltand.... ....'.....\If..wilI be ,*,~r~ once.' aJ'nOnth by the ConIl8Ct ~_ In IICCOI\t8lICll iWlltl NCIW.. DocUmen1s.. and..... .(3(: 8.01.01. Qulilntiljas .(12 Thepmg.1 L IPllymIllilt ~ wi"'. a) lha..... OfWQlkP.do.....d. b) _.. of~l*l-l8d; cl...IIlMIIIOlId.~forn.. ..; . .. 'i' . d) ...amountot.. . Ply ~...0WftIIIi~ e) ...amountotG$TIIII"'-' .""'.and' . f)"'amount__eo.ltI~. ...... ClP8........c Ill! ,.,eonnct-II-4l$lulU11tl11 .~I , . ., I I I I I I I I I I I I I I I I I II I. I I I I I I I I I I I I I I I I I .03 One copy of the',~ PaymentCerlllieate wiR be sent to the Q,.d1........ .04 Payment will be made wiltlln 30 Days of the Cut.()ff Dale: GC 8.02Jl3.02 ~llficatIon Of Subcontnlct COmpletion .01 Before the WOI1c haS Al8Ched the sIage of Substantial Perrormanc:e. the Coo.~ may notifY the Contract Adminil;lralDr, In writing that a subconllact Is COhlplltld salisfaclorily and ask that the Contract Adrninil4o.... certify.the COhlpletion of such subcontract. .02 The Contract Admlnislrator will Issue a CerliIicate of Sub..uo.~ Completion if the sUbcontract haS been comp/eled l8llsfacbily, and aD requiredlnspedion and lasting of the works c:overeQ by the $IDlQIltI8c;t I'uMt been eaniedout and the results are satisfacIoIy. . . .03 The ContractAdmlnislrator will. out In theCeilifi...dbof~ ~111iCllI the date: on which 'the SUbcOhbactwas completed and WlthIn7 Day$' of:lhe date;the;subco.4l-.t..Js certifiedCXll'lpllte, the Contract'AdmInislnIIDr will give a oopy'ofthe_li/l.;lIIk 'lo1he~c....~,and.tothe SuIIIx... aCtOt COlICell'llld. GC 802 03.A13 Sldlc:o.llh..ctStatutiDry HoIdbaok RIll n 1 Ceolificllluncl Payment .01 Following receipt of the Cer1ifoGaee of Subconbact COnlplelion. theQwner Will 181 flI._pay the c.......... the slallltory hoIdbao;k retained in respeaofthesubc:onlracLSuch lI'elilal.be,made. ,46 Daysafler the'date the llllb..u.Jb....twas ceI1IIiedcompleteand ,poviding;the. COOktl.......submIIs the following to tile Contract Adminil4l,*-. a) a documenU_r..iD<y to the.Conlract AdmIRIsI.aII.r that w111811.1 the Owner from elftlrlher claims I8laIing to the subconlract. qualified by stated exceplio.'lS such as hoIdbedc monie$; b) evidence qI~y to the Contract Admir"~ that the &.b-...... II8lI ~ aU ...,... ~.In ClII1'Yin9outthe IIlbCOllInIQI. c)a safisl'a&lioly clUraIloe C8ltilk ale or Ielter from the ~ SlIIilW- m.aance Board r.tihllto tIle.......Jb....t, and " , d) acopyofthe..........4bel1rJeentheContraclorand the &.bcoo.acb and..II1i~ystatement showing the total amolIl't due the Suboo.,1racto{ from the CoIotrac1iol. .02 PlIr8gnIph GC 8.02.03.03.01 d), wi! only apply to Lump Sum Iten'lS and then only 'when the contract Admilistl_ spec/licalIy reqllests it. .03 Upon receipt of the staIUIDry IIoI(I)act, the Contraclor'Shall foI1hwithSlive'-the Subconlracb the payment due under the SIlb....o ....... .04 Rein. of sIatuIory hoIdbeck by the Owner In respea of a' subconlract ehaI notl8lleve the COO.~, orthe ConIracIor's Swely, of any oflheir /8IPOIlSlbIiIil. GC 8..G2.03.t4 CedI&<:'lt1on Of SUblItantI8I Perfonnanc:e .01 Upon application by the c....,~....b and where the Contract haS been SlIbst~1I1ia11y peIformed;the ContractAdminlslratorwilllssue a CeI1IIicate of Substantial Perfoj"WIIlCe. .02 The Contract Adn1InlstraIOr wi . out In the CeI1IIicate of SubstanIiaI Performanoe the date 00 which the Conlract was l'rbetallIlaIIy perfonned and within 7 Days aIIllr 8Ignlng the said C8ltIfical&the Contract AdmlnilIlndor will provide a copy to the c.....b....tJ.... .03 Upon I8GlIipt of a copy of the CerIiIicaIe of Substantial Performance, the COO...a..lI)(.... _-,as requQd by S8c.1lon 32(1) Pail.6gI1IIph 5 of the Con8tIucti:ln LJen Act, R.S.O.1ll9O, 1).0.30. as 8ITlel1ded. publish . COW of the cet1Ificete In a consIructlon tr8de .-paper. Such publkJlIIiQn .1 IncIudt placemant In lie QaIIy CormlerciaI News. 0Pa___<, -. .Gf~..j.' .l"t_ ... a7 '<;, . '.~ ,04Whent the c.~ falls to r A.ftl"....of..~..... of Su~ , 4looI P..ro,__..~ aI:lIMtwilhln 7 DayulerJeCIIIuiIlgI QQpyof"f.lliTf . r lign8d by" ContniJCtAlL.S....... the 0WMr ~ publish a copy of the QK\lIIi . ...eo.lIl..vs expense. .05 Exceptasothelwise provided for in 8eclIon~hfthe~UenAtlt, the~...~.'.'.', prior 10 the release of hoIdbackas.<t,I'!.1AldI!>,itt....OO 8.02.03JI5. S'1b8taJ_~.c6 . P8ymel\t and StMlJtory HllkIbIIc*: Rf'T n'J f'aymenlCe/_ 41... &hall OOl,I..nWlC6 f'RlIl1 tladllte' of pubIic8IiQn oftla Ce/tific;de of St ~ IIJdiaI ~bll'.""provIded forllbcJlle. GC'8.0ua.05 SubstanIfII.f_~"u,~b..... _au..."'dllJP6Ito,A....8IIltutoIy HoIdIluk RIII......,....qe.URu I I ,01 When the CQnlract MmiI_... __ ..OiItll~ltl ofStlb.....ti8I Pe.foot..ellQe the Calmed. ,.' Adll'llnl&lnllor _also i$sue the, il'" Tie filial ~flIll"dl,lCe Payment Cl,(.....Ind.~lllial f>erformance statulDry IloIdIleek Rei m ~ G60. lIs or whent lIJlPRlpr....a~.~... ;lii~certIlk1l1. . .,' : ',' c;:~ .-...~' . ,_ .-~ .' . - .' .'. > L .02:_ Sub!ltantial PeIfonll8llCe ~ CarIIIt.n....... "if'lheVlllue ofWol1c perfonned to the dIle of _1I8*'Perrannanc:e; . b) lhevalueof~orirlllOlll$lllllWolfc; .,.' . 0) the 8I'IlOIlrlt of ltle_dlIry t..fdI~aIllWInt,,,, ~pnMous NIU'. of ~ho4db8ck to theCOIlIl4.tlin *l*lofcO..4IU11I.........._.III.....ofJR IIle" equipmefII; d) lheamount of me/n...........,......... , e) the8l'llOl.l1l dIIe ltle COII'Db. .03 . P8ymel\t of !he llmOUIlt C8ItilIect.. be made wIIhln'ao()ays of.. cI8II'otilsuMcl of"~ '_till( 11 .04 ~ SIl~l:Id.llalPtrfDrmallCe~ HQUIlI(rft*I" f'a!Iment certIIIc;..... ..payment ~, relellingto the c...~the. "'ltOIY~ack dIIe inlellP8lltof WoItt I*fomled up to .. daaofSl<tl....ltieIIPerfolll'llllClJ., P*YI'll.Ulf.....~my I'loIllbeIlk...... bedult~~'" the daa of pllli~1on of the ~llIof SlJIl 1\)1l,aJ. Pe.f"....lCe butt!llljectlO_..,.aalOill of the ~U8n Actand..1IIbn j"' .lby...CCll"olloMofthefolO!Mng~ a) a "'-m by the Co"bac;kl. in a foIm.~J *,)',10 the Cot1lractAdmlnlllt.abmrulfngthe 0WMr flom .. further cIeIma rell Ihlv 10 lhe~_ qulllled by sI8IIId e..c4.L ~lIUCh as , ~ -'tor nlallle.Ul'llIing DUtoflllJllnl:llDnGC 3.14. CIIIrns. NegcJIIIlllIc;J...... ft It ~. b) alJlliltUloly deCIlitaliollln a fq(m uILr.......7tll..~..UlAdmi_...,lllltellllab'R' liacIBred ;e 1M CoolJod", . 8IId the. ~-""''aSllb!;{lI~..in CllI'Iylngoutthe. c...1Il4ld1llMJbeeI\ . , ...~ tIGQI(ltlor Il8IulilllY hoIlhcks ~l JJ oW; ',' . ~.radl.llt~ofCleatlllCefnl1n, ".'I"~ SeIely 8IId In8ur8nile BoIW;.8IId ~ . of pubIIcal;onofthe Celtifi.,tll ofSUbtl!t.\IillIPiliWtv....1Oe. . .~.. '.'. :... :-: .'. ., , GC 8;02.03.0& Cat1IftcatIc!sIen::.'1111Uln .01 Upon application, by the ~. endWlleft"'~ reac:hesCOrnpletion.the iCot\tnlCt Admll1iaII...,wI__a CoIrIIl' Ii '" CeflIliC*.. ,02 The ContractAdmll.......__ DUlin the Co,(lifllllklf;Certilk:aIe the lIldeonwhioh "'''WIlI coulplllilcl and wiIhln 7 DBys of fI/gnlng the ......it:. the Cot1lractAdnIil\illl~..~ . " copy:to.:..c-........~ ,. , ;~,: ',-' t ,.. 31 ONGMIIII')ol'Jj' "~'-.JI .ur_ .'1 . . 'I II I I I I I I I I I I I I I I I I I, I I I I I I I I I I I I I I I I I I ConIpletion ~ and ~ ~ HoI~ack ReIe.tse p.,....mc....... .01 WbJalhe COnlJact /Idminislrator __ the CompIIItion CerliIicaIa.the ConlIact~lliMtI4lorwill _i$$Ue the CompIetiol} PaymerIt CerIIlic;eta and the Camplllo" Statutory ~Ra'aBse PapMnt<<::e.1iIlqD orwher&appropriale, a c:ombined fI8YIIIllI1t _......... GC 8.02 DaJl7 .02 The COIIlpIetion Payment CeIfificaae will show, a) maBSllfe..l8fltand vaIIl8 of Work at CompIeIion; , 'b)the amount of lie ful1her-statuloIy hoIdbackba$ed on the value of further WOIk. ,CllIllpIIIIedover and above the value of WOIk completed shown In the SIIbs1af.... Perfonnance Payment CertifICate ."Jt..11Ild 10 above; and c) the amount due the c....ll.......... .03 The CompIelion Statutory. Holdback RBlaBIIL:~.C4lltft rtI.Jlllil.Hl,e,.Jl. payment ,.cai1lflC:Btl 'llllBBslrvlotheCol\tlIl!lliOf'the'fld1er:IitaII.dDrY~k:' '.~CiIJIlI!:IIt~*"'YhoIdtlacksh8ll be due 46 DayUlterthedateofComplallort.-oflheWClrlc.asc-' r 1.44__.~lllUplelion~ b1ltsubjecllo the provisions Ilfthe ConsInIction UenActend.1he_JrinillhlW'the eo...........oftle fOllowing dIlcumenls: ala Illlaalie by the COllbador in 8 form nlilfacby 10 the Conlract AdmIniIlnIIorN'-.~lr IlIlhe Owner from aI further c:IIIirns I8Iating Io1heConlract,. -i8d by lIbRIIcI-.plIo.-.wher& lIPIlRIIIri8Ie; . b) 8 ttstlllDly decIaralIon in 8 form saIisfaclDry 10 lheConllactAci....M t.. that alliIlbIIitieIIinCI.Imld by the eo.lIl~ and the CoIItlaclio1's ~.......'S In c:a..;ing IlUt the ConlIact haVe been disc:IlaIVed, queIIfied by staIied eJaCepIions wbln8Plll..... . "'10; and c) 8 "" U roodOty CerlIfic;aIe of CIeeraIatrorn the WIlfIqIlace S8relr' 8IId InIiunInce e..t. GC 8.G2 0SJI8 Interest .01.tnleIBIItdue the CoIdradI;){ is based on slmpIe I..lielest and is........... II cllI$lng the ~ Rate of lntelest. GC 8 02.os.89 Interest for ... Payment .01 Provided the CoIl11l1C1or has complied withlhe nIqtIiremenls of the ,ConlIact. ~ aU documentalioo requirements. when payment by the OWner 10 the Col....... forWGdc performed, or for rafEI sa of~!\Ny ~ It, is dllaved by the OWner,then thec.......... .....be CIIlli!led 10 receive inleIest OIllhe cMl4oo.dillg payment at.... Rate'ofclntenllt,'lfpayh...lt;iS IIIlt ""';eel on the dates set out below: . a) Progress Payment CeI1lfiC lieS: 30 Days 8fterthe Cut.()ff OllIe; . b) CertiIicaIr. of ~oCutct CcImpIetion: . 30 ~__lhe dMe-clll1lllad:aa:lhedMeon.'MhIch the subco.......t was QCIl'41I'led; c) SuIIccIllll~ ~HoIdback Release Payment CertIficate: 76 Days alter thedate.on ~ the subc:Dnll.ct wee compIeIed; d)' SUbslllllllal Pel'fonn8nce Payment CerlificAte;3O Oays after the' date of i8su1nce.ofthe CII1I&a:l>t. e) SubstantIa! PeIfIlImance SlRttory HoklbackRllm I Payment C8rtillCatl: 76 Days after po'lllicallon of theP8Yh*lt Cel1IIicate of SlI~ IBlli8I Performance; 1) CompIelion Payment CeItIficale. 30 Days alIer the dale CIItihd as lhed8leonwhlch the CI....al8Ded. CompIeIion; g) ConlpletionSl J,VyHoldbeck Rllllse P8yment ceAlficltl' 76~__the_CII'lifie<Jas the cIate which the Work.. completed. .(12 If the QIl/)tIactof has notcomplied wIlhthe ~ of the Canlr8ct, incUdinsJ"tfQCuIlleIl&IItiotl requiNImet..., prior to .....-...., of !he time plIdQds desc:ribed In pInIgI8ptIGC 8.02.03.011.01, inteIest will only begin 108CCIUI when the eo...ector has ClIIllJllalld __ requi..... OPSG_il!lU'U"V" Jlaaf~.. '; ,I ..1..1_ ...... ,'-' GC8U'~. :'. :'-..-.....-. 1111111_ for Rl_llillkilllulnf'$ll "-I .01 Except. hefeih!IflIlr.~.'" .. nollce'clf.nl,JUe4/o"lOl, noIice of intent 10 cl8imand lhe ~ CI8lmS 8I8aubAliltlId....~_.. time IimIls lIIldIorproc:eclUle df!ecribedby ~GC 3,t";/ClaIms./'4eIJ~11101lS, MI-"Tp; .. OWnerwll pay.. Co.............. of ."'01) "tIIlOl,lI1tefthe negoIiIItedpRce,.,...l*toflheWcl/t(oron lheamountof1NWtIIed claim. Such 1__" not /;(lft..._108 untI30 .lIiIIt".. .' r",:oo.y compIeIiOn of_OIIItt of the WOlfe. .~.-~~.. .02 ;'WIiere.. co..~ 'doe$ notatll!l\.'I'llD HI....8IlS~r .. n or the claim in *" ~s rU8IlI)II. inteIe8t lIhlIIIblllle9otil*, .' . '." .03 Where the Q,j.~ fails lD giVe noIice of a Clil...hrill'~lhe time.1imit jIIlJllC:dbedby subll8icJicllI GC '3.14. CIalnls,~ulllltio.l8.lhllilliDl,,""'lIhlIII_.bepeid. . .()f ",~;aCwtl...........1O .CCXIlflIf......II8v- limit and. the ~JlIll Qril:..d In ,; ~_ GC 3.14Jt3.03 for"'~ lulor. of...... ..Wl..... net bll_forlhedeIaJ PIfiocl. ,.~,.-- . . -~ .."","~ ~~.. GC ......3;11 .,Owne(a SeIoOIf .Ot .PuIIIuInlIO Section 12 of.. ~ UlInAlf, ..QlIWrIermay.... from mOu_OWIIIglclthe co...... '.IIIlCIet.. CQ.1b1lCt_1II1!OUIlt___~'lO-CllMlfany Qldl:lUlldiIIgor dl$putedllbllilies irll*dlcIthe c:ostto remedy defitilnllilMl.the~...vallleof 8\11 . ICIIldj'lOlliCl".or.....'Nort, .,.for ....-by 1hiId ... wbIch-.-fIeiIll; ,hI I ..iInIlJ lrnWlIIng by .....c...lti~ ...... ~ts....Iil.. ctams by the Owner uncW...r. ... 00 8.0UIU1a}, any r mUfI\IIIt.due the Wo:.f~I""" S8lieJYand InlRIIWIceBolRt ",-,IMfW.lle1le. peId .1le....1ltllQ\M..~ .....oo8.Q2.08. PaymentorWClltlrlli.... ' .02 Underltlese eilCUl. llnr:e&the OwnerwilgiYelle.co.lIlt~D ~......l1OticeofsuchacllDR. 00 8 U83.12 DeIly In ~nt .01 TtleOWnet....notbe deemed lD bllln defaultof"Qclftfr8ct providedllJlY deI8y in..,....ntdOes not~ 30. from the due daIe8. detlnecffpp/ll'llllJfllPll GC 8.02.03;09.01. GQ 8.82.04 P8yment... Tlme....17114 rial..... , GQ'~. .' ...,.......~.. .. .... .01 FOr:~""-oftl1ls__thefollowinllleliilillfjn.:~ '~.' . . <f. ..... Cqi$t '" ~ .1n8IIII8" emountot......~~_tkne. fOod.lodlJIntor 1IImlIIIr",~ P~BllRIen _ or iIleIlmld diI8CtIY bythiJQll/lllCid!ill'toor-iI'll\tllPlClof ....anct .$Up8i'>'lllon actively 8Ildnecl U1lv ~on the Wodcb88edOft the"t~.1 tllf..fimeepdhourly.....d j:lIIf~~(lIil)oUr 8Ild superJitior!.. b\Jt ... not ir1ClIIcIe8llY~ .....CXlIlS irICulTlICtfOl' ll8!1IIl..niilian. . ~-lItloanof gRIIlIIIIlIll1tl,ime$pll'lt on......'~orlllR)'....1!IIIry or PayrcIII.BUnlenfOl' Which.. ~.~npetIIaliIdbf_p~J IInt......theOWnerfor~ ".-.< '..." Cqi$t of Ihl.1ta1: 1n8IIII8..... c:ost df"r1 ~.1lUn:I11l111t or-supplld from'" 8Ad wtued at cunent market pric:ee. for !he JlIIllIOI6 of CIQylng out Extnt.... .... c..r..... or by 0lheI$ whIlI such 8I11II'lgeOlIlI...1leIn made by_ Caltt"liC*" b'CCIi.. j. '1ir1" Wofk... thOiMl byilei-.cl i1Mlices. 0pemecI' ...... ~ II'mlnt: mtllIIII'" 'iiIiP T. . J~d .. wtllch .,. lIJIl II rI Ie ~ by the supplllrof~_forwllich....nintor. .~.I<I. MQ08taflha op._cr. "'40 ..........eJ .r 1ItCollllllat.'I. ,A.1'_ <I ,.PI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I .1 ;...., PaynJU Bunten: lTlUI)S the. payments in respect of workpIac:e insullInce. ~.pay.. ..eIIlpIoyJnent insuranoe. ~ liaI:liIity lInd propIIty damage irl$lmIn(le..$ickI\e$$ anQ~ins\IIance.. ~fImd and SII(:h oIher'illeJr;nand benefit payments fofming pelt of the Cu.......s nornlllII....costs. Rented Ecp.lpment: means equipment that is rented or lea$ed for the spec:iaI purpose Of WOrk on a TIRl8 and Matenal8asis fn:Im a peniQI\. firm or corporalion that is not an asSOCiiale of theles8ellas defined by the SecUlitiesAct. R:S.O. 1990. c.S.5. as amended. and is approved by the Contract Adl.__oIkll. Road VWork: . lTlUI)S.the prepandion, construclicln.. fi(Iisbing and construction mail4l,.i_.' of . roads. 'streets; hjghWays and'J*ldng1ols and Includes all wort iIlcidentlIIlherebalher u..n worton Struclures. . . Sewer and W_nnain Work: IIl88IlS the preperation, conslrucIIon. finishing and construclicln . malntenanc:EIof_sy$temS and watermain systems'8Illd includes all WOIk Inc:ldenlal therekI other u..n WOIk on structures. StancIbJ'T-='me&nS any'period of1ime Whichis'flOtl:lClMldaredWcillclng:!l\~ Which ~ with the WcQingTlIIle doasnot4Meed"10hoUr$.Jn.anyo:one'Wol1dllg;DaycallchlCldrig 'Which time a unit of . equipment c:annot practically be used onother.;wol1CllutJllU$tl8maill:(llJ.lbnite:laorder to .CClOliIlIIewith . llnssigned1askand during which lime the unit is in fully operable COl......... strucbn Work: means the conslrucIion. rec:onstruction repair. allietalion. 18I.001JII,Ig, renovatiOn or 'demoliliQI. ofany.tlridglt. buIlding,lunneIor retaining waI and includes the preplII8lio!\foranct thelilying of the ~ of' anybl'k:lge. building,lunneI or 'RItaining waI lIl)d the i.. 'lithn of. equiprtleflt and &ppla't8nances iRlidtn...Ihereto. The 127 Ralie: 'meens the_ for a unit of equipment as IisIed in'OPSS 127; SCIleduIeof RenlalRates for ConsIruc:tion EquIpment Inc:luding Model and ~I Rafelenoe, WhichisCUlJ9lltat the lime the WOIk is canied out. or for equipment which is not 10 fisted. the raIe. Which has. been ClIIcuIIlIed by the Owner. using the same principles as used in detennining The 127 Rates. WoItt'OfI a '11IIle.~ ........ . Basis: means .Changes in the Work..e.. Work and MtlliIootal Work approved by theCOnlrac:t Adn\ilisIlllb'forpaymenl'G11 a 11meand UIIsrlalllasis. TheWodton a Time . .8IlldMalerial BasIs' sttaII be. Subject to all the terms, corodiIiu.lS, speQilj, .1ll8llld. plQ!IisIons Of the Contract. . WOltdng Time: meena each period of lime during Which a unit Of ~i...1I is. ~ and of '* I sslty . engeged on a 'lJeC1fi(; OIlflI!Ilion and the first 2 houIs of each. in.,~ 1 ') IIlIIQIII!lllU1e1jod during whicb . 'the. unit is not 10 engaoed but during whiclt the operaIloncls.othelwise: prooeerIIqgand. during ,Which lime the unit camot practic;ally be lJ';lIlSIerred to other1llOlt but must remain on the.',iI ordertoconlinue with lis assIgned1asks and during which lime the.unltisin.afUlly operable ClClIIdIIooI..,. GO 8.02 04.02 Dally Work Reconls .01 OcIiIy'WoIk Records prepared as the case maybe by either the c.........u-S..iUIl.....or the . ContractAdlllinlsll*' and18POltillglhe labouuild Equipmenterilployadand the.~il.dused on each time and MaIeriaI JlIOject, shall bel8COllCiled and signed each clay by both the ContracIDI's I8PrB II nlalille and the Contract Adminislraklr. GO 1.D2.0U3 Payment for Work .01 Payment as beIeIn jlRlVir;Ied shaI be full 00IlIp8I.( rtlDll for aD labour. Equipment and MetIrl8l to do Ihe WoIkOll a T..tnd.r"l' IlaII3asis except whefe.the18 is&gl1llllllllltto the co.~t _to Ihe' co...'iVlooCMleIlt of the WoItc on a Time lIIId"." Ba8I&. The p&ymeIlI8djl.A......__a TlIne and Ii "f rillbaIIls....1ppIy to 88Ch IndIvlduaI CII8I9t Older 8IIlhOIlZlId by the ContractAdmi~. QIII.......tIo. -.( 06C1fCll'lllacit.1r.l .1>..1_ ,..,. 41 GC I.t2M.Qt ",,"'W~"~.!Il .01 TbeOwner will ~tlleC&.ItIa.. fOr"__~ on e8cb T_ and MatelflIt~ .:t3$%of the Co$toflalJol.irllplo $3OOQ, tllelr\tf 120%01*"1 portion of the Cost of tatlOUr ir!~!SS of $3000. . .02'" TbeQwnllt _ make flBYll18I1tilt.....of F'iiJl1OI8\JIdetI for Work on aTme 8irId ~~at the C6.lh~s8Clull cost of Payroll.8urderf. . .00./Atthe o.nero. diaCnIlillri. an.-fllIY be flClII!l\~...J" 'llIIllCti cawllle .llIl:lU8t .~. 'Sllrden. ~. deIbl.j~sha.belllPPfiedto"1'Im8 arid Dtlll....WCIdt.OII tile Contra::t. . GC .8.02.k05 . Paymenltor m. 1 .. .01 1be Owner wl1I.~ tile Qo.lha.,hA forMaleriel ~ on~ Tine and ~ project lit 12Cl% oflbt '. .,/,-.the Mlil~llpto $3OOO.\IIell.11$%;Ofany.~ of the CCllStOf~In_~... d .LPaymentforEq..1> ,I. < GC 8.Oa;.o.t.06.01 WolfdIIlJ TInIe .0.1 The OWllerwllJl8Y1he ~~t.:llllfbl' 1he. \.'lI1lIIle of "~~!lIh8t....~ EquIpment- 0peI.111~ .....~ull!tl:tt'!...WOr<<OIIa ,..IAdU hrfal...... The . 127 RIdes WIlIt a cost~ ..folloWs: .' .)CoIt510.000or..-IIO......I.~ '. . ..... .'. . .' b) Colt grlllllt1lllt.$1o.000.not WllC8elllllg" ..payIllIIlt 510.OflGplUiJac:MqflhepClltiQlJ in~...Of$10.000;and . '.' ..' 0) Cost", . rtllarl52O,OOO.$1O.000pllls805dtMlllolliolllnelllCl88SOf$2O,OOO, .02 TheOwnerwllllllYtlleQ.,41~ for...WoItciR01kneof~ ~ usedontlle~on' Tine andfJIfL" I 1aI Br!lsls .110'l'oftlle~~!~ .. ... Comr8C:t Allmil ft. 1".10' ~Of11K Gf1'be121R8l1e.... Thl$""'........tIe waived When'" CclI1tractMi1Wldl~ ,,<I... the InW:Iice price prIorlolhe UIIltof""".Squiprnelll .03 The Owner wllIpay 1btc....~fOr lheWoddlirJ'tlo;,""qf~J.~J Rant.d. Equiflnl8l1tused.on" Work~ a Tine andMld..iII"'-. 110'l'........,,~ RentIId~InyoIoaJlra ~~:- CIA...........til_.-b prior .~.~"!1Ileaquipmenton.tlleWOr<<~~."!'iII*aI'Id GCLT,J";1JY2 8tiIndbJ TIme .01 The Owner wilIPBY tile COntractorfoi' 8laI1dby~dEqulpinei1t. 35% of Tbe12t RllileOr35% of the iIWoic:e. price WhiCIIever is~. .1lItY~wllI.pey~~1."~"~'. for.Remed ~wtlen!_lnecllllrlly'lbd...d Intlle'~''''' for4t.ldJj.i'uredperic:M:fil~'toby.. "ColrItec:t AdIlliniWL I.. TIIiS..,.inClllde RJlJ~~iIdaIldWforUllltQrJ .,wort. bl.tt -been Idled dUe 10 "~gMng;l.IO..on .1lneand ~1.\J 1&1.... .00tn addition. the.Ownllr' WIlt include .. CoItoft~of opel.. or. '.1~"1l~ -(lIl"'>- cannot/le 0lheIwf8e empIoyect duri!!lJ lha ~~~et.dUIinD ..j:lllrIodOfIdllii.....~ l.lt.. .the~~ giIIinOliIe 1o_Wqdc.oneTt...J,,>-.l1r n i111ia111. .03 The~~AdIr.Uli'<!IW I'IlIIy r.,ill.~. R....1'ii!lj1ti.~IcIIeit~ .....l....JlI'V!ItarilMt to "~'c. Tine ....M8terW....._ ..~t15l.j'tDlIletll88or unIiI...~~_ ~canbe~.TheOwner...,..........fromauchl1iClft . . ,.... 42 .........t I r~ !ll.,c...t~8. . lur_ <1 .", ., I 'I I I I I I I I I ., t I I I I I I I, I I I I I I I I I I I I I I I I I I .04 WhenE(!Ijipment is~soIeIy for: tI'I$ puqlo$Uf tI'I$ Work ona ~-~tlIJSis, to or from the WoIfdnO... ona r__~bNIs, payml/llt ..~\)Y -~ ~ In respect of the lIaIlSplXtill' unilB. When.~.tIlIM!d Ulldel'b own power.it....~ cr-'1r\e4 to be WQI1cing.The metJ10d of moving Equipment and tI'I$ rates shall be IIIbject to the approval of.lhe Contract Adu';'Mt~. GC 8.D2.04.07 Payme..tforHand Tools .01 ~any.alIIer~ of Ibis Sedion,.no.payment shaII'beJ,l'l!ldeto.lhe.ConlraolDr for . or in respect of H!I!lcl TClCIlIl or~ that are tools oflhe \Jade. GC 8.D2 00f.M PaymentforWork By SubClM"'~ . .01 Where the ConII1IcllDt arranges for Work on a TIme and MaleriaIBaIIis,or,a part of it, to be.petfor...ect l!YSllb.-.~$)I'l ,a,/Time' and.,MalBriaJ.,,**-.,and" hllll "!!II It.!Id,..~.,JIIjOttotl'l$ QOh_IQlII1llIflt'of:$UCh.',1MJdr;,:in accordaIlCII wHh.....r-f8llUll...~i...... ~.~ 3.10. ." ~."'cll..IIW..CuI.~.theOwnerwil.paytlle'COlll~llime..JIJ~jl!IlIuIs $Y'1heSubClonllaGtlr eliIIe' . J ~.lI aslfthe.CofI~actllr bad,-doI.~~ ~..,'_ rial BaIIis, . pIUa 'a.lllIlIkUp il. . . 'llt on the fallowing IlasI$: . a) 2K~tIle linIt~OOO;pIu$ b) 15% of the amountfrom $3.00011>$10.000;'-- c) 5% of the 8I'llClWIt In.... of $10.000. ,02 ,,No fldlerCMJkl!p".II'J[n~nlQ8Idlm oUlleextent towhlch.-,wortb rll~.subIet to . " others. Ifworlt.b'~JliallIIdor,subIet..1\) 811, am.,~..asdelined bylhe. SecuIttieS.Actno ll\81\up ~M/'wiI.~ . . GC 8.OZ.04.09 SUbtnlnlllR of lnvolc:e8 .01 At the slaIt of,theWcJrk-on a TIme and,' '~Baale.the CoIIl11lcD".ahaI~i.~able . IltIlcu and Equ(pment nIiIies not ~ sulIrnIIIe4 to the Contract AdIw.........dI.IrIlIJ 1he ODIolI$&.d such work. .02 .~~shallbe'jlQ.upIJlIld bylhe~.........41~lIl_~ r-.m.~ . . for Payment.of ~on. rne,and "'lItrialBesis". . Each........Y,$b8I~.1he order number.andCCllllNillJlcJ;Rsdll!e'MHk and shaI......... . l.......~ . JiIIa,i\!!<f EcPpnent ,InvoiceS. for .....18. Rented EqUipbl8lll and olher \lhalges incuned'\)YlheCol4lilldOrOlllheW_ on aTlmeand tf~rvr'''liJIsie8ll@llbe tnclUdedwilU18ch$UhlRlaIY""""""~" .'.""-'-- "..,. m Each monIh.lhe-~.""'.Admi"o4OJ- inc:IIPJ.wllblhe.IlIqCllhlJ~.~~ ~",,,,,liIUte.lhe COllIS of the WCIk' on a TIme and Mallia! Basis incumld ...'thelJl8Q8lillO 11lClI'4lI. aIIln . acQClldallCllwllh"~4*l.adrlIiI_oIlIiveproc:edl..und \heCUO. i1~all'M*leof1he~on a r_ and lIelarieU!aaia. . .04 The'1irlaI "SummarY for Payment of AccoIml$ on a TIme and .'rt* BasIs" shall ba.~bV\he CUOlllaclOl wilhJn 60 Days alter the compIeIIon of the Work 011 a rmullCl MalerilII.8a$i$. GC8.o2.05 FiI!II AcClptI!llC" c..tifi~"1 .01. AItM ~1llX,"lCl8 Qt\he .\NQIk ... Con\nII:I AdmiI1illlmor wi issuetheiFklat,A~nce ~or. ....... ~.... aIter.the WM8IllY Period has .......d. TIleI'qlJ~ CartiIic_Wilnotbe....... unliIlltcnown delkli..lIoieabave been .W-1 OI'~ ...... may be. and lheCoilflactor has diloclIIargecI all ob/lIelll)ftll under theConlnlcl QP8.......t'lf"'a ..-'......111.11 .....,. .....4 GC IM* P, ,.Ilt.,_.....,. ':-/ .01 The C<lw'lll.U*, sI1eI, Iaaddlllu., lo. any ... ~ 1*Y1he workelS ~ on the Work in .llCOClRlaAI.eWllh tile IllbourcolldlllonUIlt.QltIll.-ConWcIc8fld It inteMlls of IIot lesafllan lWIoe a monlIt .02 11le eo..lIacto1' shaIIl1lQUR eacb Sl.lbwolb-M &lII!lI any .part. of the Wen: lo pay ihe WOItIers employed by tile Subcon\Iac:tor 011 the Work in 80 u..~ _paragraph 00 8.02.06.01. .03 Wtleru"Y person employed 1Iy lh&Co.\IRllCklII of .) SdIcioIdlacIlll or 01her pelWon .. tIIit WOrk Is paid Iesa lhan tile IlmOIII1t IeqIIiNd 10 be paid ~_ClitIl104 tile Owner may set off monies in acx:ordllIicI wilbclaulJe GC 8.02.03.11, 0wnel'S ~ . - .-~ GC8.02.07 R..- .01 11le ~ $hIIll1l!il\IIinand keeptlCCURllit RI~~I. It t Ii1l9lo tile Woltc; CIlIhges 1ft the WcIdt. Exlra Wcldt and el8fm$Mllno It"*_..... SUdtR(aDJda'$hd lie oIl1l1i .!nt <feIali loiupflattine 1DlaI COIl of the WoIk, ~"I In..WaItt. encfEllilrn...-. TIle CoI~ 1lbalI Jll1IIJrVe elllUdl . orIginII Reconfs untlI1"2 monIha.. ttiet=lnel ~Dl r,t...cedIIk:..~ is..... ot' _ el:dlIIms have bien setllelS. wIIlchMr is longer. The Ca.! I M ~ -.alllqllh lhIIt ~~. ..~ by tile. Cunti-u JlAlIIMI .. odgInaI RecanIa ~." .~ .. to.. WaItt. Q\Il.u- itlhe Work, 1ilin WoIltlllld cIlIIms arlsing 1I-'II."......tDr aslmllar~llf.... " . . " ~ ~- .02 If. in the opinion 01_ ConInIct AdaIlrM.... Delly1#Glt RnElt'dl _ RlqIIiled..1Udl1'llCOR'l$ shall repod1lle Iebotlnnd ~.,lj'IIa~lIlf8lllf"fjtl iWund Gun, I' HIIk: pollIiilbGf1heW8rtc. TheOlllyWolltReooftb shalIlle nlCo..clla' wIlIt.......by..c.......'" lepunntelM each day. . .03 The ownsr may inlpect and audIJ the ~. ~ -'rd'l9 lo NWork. ExlnI Welt'end C11a1l1n III the WCilt It any lime dIlrIn9. the perIr.lCtt!f" eG!l1Il1Cl The CoIIltaclor shall 8UpJIy . Clltllfil.J COli'" of any _oris RecbIdI TlltUhd ..:.....fetlualllld by the Owner. GC8~" T__andDdM .01 Wbelu change. in ClI,*"", Federal or Pft>4....Ut.GcaUIs ......... oflllnderclosintfor this. CCMIMllI. and this llIWJOII COUlItJlOt "- ... '\IIl(i1 ~., 1 f J lit.. lime 01 bidding. .. OWner wi! h::nua ot~IllIIB ~ ~..tollicco ".1il\',1IIe_amountOftlx ~ iiwolved. .02 CIlIIms for COIf'lJ* IIIllIoIi for ~iIII tax cost 11I_ ie 11\' .1m IN" the CoItlllOtlbr to .. CClnlr8ct MmL:bIr.,. on fomllI: ~ by tile eonncthl........ lo 1he eo........ SUdt'claIms for oIlddLleI _aosa shall &1e8Ulllrllltlc,l1lClt.....D..i:.. \he dalefllAnal ~. " .03 'VIIhlqthe Co.ltI..... ~ tom. dW."_ ~':llIillnl~~ of Pn..lncllll-' the ~~ llhaI SIIbmlt 10 the ~ltIod ~. on tfllme jllO\/1ded by the COnlnICl AilIIhIt~. a tt"l I).... 01 SlICh benelIIs. This /0' 1 .M .......'.1lI I Inlird not laIIlr then 30 0ayIs .... Anal .AI)( ~)bl.IC8'. . c.", ~.. . '. . .G4 ~ in Canadian F<<IeraI 0( PRWinc:i8IlalClIS _lmPBCl upott COilllll'lt'l "';... wtIic:tI When IIlft In . pIlice farJ'ft part oflhe InlIbed ~ or lhe prll."ldrhlflell~ ... ... SlICh.4leMcIs _part 01 the VVodt and wI'Iln 1/Ie m8IIUfaclure or ~ oIllUC1t~t:..JLnU _I ClI' _,.ovhlan1lf IUCb selVTclS is canfed 0Ul1!J" ec.at.. or a8llbel.AIIllttor.... jUU.,. cIIIm or..... [" 19m1d abOve. SeIvialll. ... ~ lO!llI...... IIIIl8lI8Ihe euoPIf'" 'l.1t.;l1I!~ equipm 11. Ihe Pf~.uloo cot labOur and....".CIfllCil.llll.J_.WhlcII.ftlltfanft,:.., . . "-De;'" ~G1III1I1~1 1 t Itcu.r.. t., . \J11111"" 'I' .". .':.; , . . ,. . I' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GC 8.02.09 Liquidated DamlIges .01 When liquidated damageS liIre specified inlhe Contract and the Contractor failstoCClmJllete the Work in 8CCOI'dance with the Contract. the Contractot shaD pay &UCh amounts as liIre specif.ed in the Contract OocI.Iments. OPS.GeA*III eo... .. a/ CcNIImcll. ......_ tlll8 ..... 45 .- o .' ;1 , -"" t I I I I I I j it I I I I I I I I I