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Home My WebLink About95-81 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 95-81 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Fernview Construction Ltd. , for the Reconstruction of Baseline Road, Martin Road to 400 metres Westerly. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS FOLLOWS: 1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington with the Corporation Seal, a contract between Fernview Construction Ltd. and said Corporation. By-law read a first and second time this 12 day of June, 1995 . By-law read a third time and finally passed this12 day of June, 1995 . or ler MUNICIPALITY OF Iarington ONTARIO ■ totten sims hubicki associates engineers architects and planners CORPORATION OF THE MUNICIPALITY OF CLARINGTON BASELINE ROAD RECONSTRUCTION MARTIN ROAD TO 400 METRES WESTERLY CONTRACT NO. CL95-9 MAY 1995 totten sims hubicki associates Engineers, Architects and Planners TSH No. 12-10294 AGREEMENT THIS AGREEMENT made in quintuplicate this 24th day of May 1995 r BETWEEN: FERNVIEW CONSTRUCTION LIMITED of the Regional Municipality of Peel and Province of Ontario hereinafter called the "Contractor" THE PARTY OF THE FIRST PART - and - the CORPORATION OF THE MUNICIPALITY OF CLARINGTON hereinafter called the "Purchaser" THE PARTY OF THE SECOND PART WITNESSETH that the art of the first art for and in consideration of party p 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 1 of 3 DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS Contract No. CL95-9, Baseline Road Reconstruction, Municipality of Clarington Addendum No. 1, dated May 5, 1995 A. TENDER FORM: General Pages 1 and 2 Itemized Bid Pages 3 - 9 Bond Schedule of Tender Data Page 11 B. INSTRUCTIONS TO TENDERERS Pages 1 to 4 C. SPECIAL PROVISIONS - GENERAL Pages 1 to 29 D. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 16 E. STANDARDS F. BREAKDOWN SHEET G. PLANS: Drawings No. 1 - 4, WS-1, W-2, Sl, S2 H. STANDARD SPECIFICATIONS: the applicable edition of the following Ontario Provincial Standard Specifications and Region of Durham Specifications, Schedules `C' and `D' revised March 1995. OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct. 1992 353 Sept. 1990 512 Feb. 1990 127 Current 405 Feb. 1990 570 Aug. 1990 128 Current 407 Oct. 1989 571 Aug. 1990 201 Apr. 1987 408 Oct. 1989 902 Dec. 1983 206 Dec. 1993 410 Dec. 1988 904 Dec. 1983 212 Dec. 1993 501 Dec. 1987 905 May 1994 310 Mar. 1993 506 May 1994 908 Dec. 1983 314 Dec. 1993 510 Oct. 1993 1350 Dec. 1983 351 July 1994 511 Feb. 1990 I. GENERAL CONDITIONS: OPS General Conditions of Contract (August 1990) All plans and documents referred to in the Specifications rThe Contractor furthe r agrees that he will deliver the whole of the works completed in accordance with this agreement on or before the expiration of forty (40) working days from the commencement date of June 19, 1995 Page 2 of 3 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. 1 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. 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 gCl) 651A111-,e1-)GTZta��rOtl7� ) ) ) in the presence of ) ) I �I SIGNED and sealed by the Purchaser CORPORATION OF THE MUNICIPALITY OF CIARINGTON ) in the presence of ) Ian a .ra, r ) ) arr lerk' Page 3 of 3 CONTRACT NO. CL95-9 MUNICIPALITY OF CLARINGTON BASELINE ROAD RECONSTRUCTION ADDENDUM NO. 1 Contractors are hereby notified of the following modifications to Contract No. CL95-9. ITEMIZED BID Page 6 - Section 3 The following Item shall be added to the Itemized Bid II Item Spec. Description of Item Unit Quantity Unit Price Total No. No. 3.06.01 CD 19 mm Dia. Test Point ea 1 iStandard drawing for test point is attached. 7 All tenders shall be submitted on the basis of these modifications. This addendum shall remain attached to and form part of all tenders submitted. Totten Sims Hubicki Associates 513 Division Street, P.O. Box 910 COBOURG, Ontario K9A 4W4 May 5, 1995 att: fi nM&/2/102%/C ttten sims hubicki associates VALVE TO BE LOCKED AND OPERATED BY REGIONAL PERSONNEL ONLY PROPOSED P.V.C. WATERMAIN EXISTING DUCTILE IRON OR P.V.C. WATERMAIN O O MIN. 600 mm MIN. 600 m O� m O O 19 mm MAN STOP TO BE REMOVED AND REPLACED ; WITH A 19 mm BRASS PLUG o AFTER TESTING HAS BEEN I. COMPLETED 19 mm TYPE 'K' COPPER COPPER COMPRESSION JOINT TO MALE I.P.T. COUPLING FLOW 19 mm CORPORATION SERVICE TEE 19 mm BACKFLOW PREVENTER MUELLER 12941, FORD T444-333, CAMBRIDGE 7-07370 OR WATTS No. 90 OR APPROVED I APPROVED EQUAL EQUAL 19 mm CURB STOP MAY BE OPERATED BY THE CONTRACTOR i NOTES L TRENCH TO BE LEFT OPEN AND FENCED N ACCORDANCE WITH SAFETY REGULATIONS 2. INSULATION OF WATERMAN BY-PASS REQUIRED DURING FREEZING CONDITIONS ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT F&-ASam 1& 2 APPNOVED' 19 mm TEST POINT BY-PASS 1986 OBOE out �; 1962 03 19 S-429 PROJECT: TENDER FOR CONTRACT NO. CL95-9 BASELINE ROAD RECONSTRUCTION MARTIN ROAD TO 400 METRES WESTERLY AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT ADMINISTRATOR: TOTTEN SIMS HUBICKI ASSOCIATES ENGINEERS, ARCHITECTS and PLANNERS 513 DIVISION STREET, P.O. BOX 910 COBOURG, ONTARIO. K9A 4W4 Telephone: 905: 372-2121 Fax: 905: 372-3621 TENDERER: FERNVIEW CONSTRUCTION LIMITED Name P.O. Box 33 BOLTON, Ontario. L7E 5T1 Address (include Postal Code) (905) 794-0132 (905) 794-1313 Telephone and Fax Numbers Fernando Velocci Name of Person Signing President Position of Person Signing TENDERS RECEIVED BY: Mrs. Patti Barrie, Clerk Corporation of the Municipality of Clarington Municipal Administration Centre 40 Temperance Street BOWMANVILLE, Ontario. L1C 3A6 13838/7/12/C Page 1 of 11 pages TENDER CONTRACT NO. CL95-9 To: The Mayor and Members of Council Corporation of the Municipality of Clarington Re: Contract No. CL95-9, Baseline Road Reconstruction, Martin Road to 400 metres westerly Dear Mayor and Members of Council: The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as part of the work to be done under this Contract. The Contractor understands and accepts the said Plans, Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and Conditions. The Contractor understands and accepts that the quantities shown are approximate only, and are subject to increase, decrease, or deletion entirely if found not to be required. Attached to this tender is a certified cheque in the amount specified in Clause 3 of the Instructions to Tenderers, made payable to the Authority. This cheque 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 11 pages ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item (CD) - Region of Durham Standard Specification Item Spec. Description of Item Unit Quantity Unit Price Total No. No. SECTION 1 - ROADWORKS 1. 206 Earth Excavation(Grading) m3 3,700 6.49 24,013.00 SP (P) 2. .212 Earth Borrow m3 2,950 9.20 27,140.00 SP 3. 310 Hot Mix H.L.-3A (Entrances) t 35 70.00 2,450.00 SP 4, 310 Hot Mix H.L.4 (Binder) t 1,000 38.25 38,250.00 SP 5. 314 Granular `A' t 2,150 8.54 18,361.00 SP 6. 314 Granular `B', Type 1 t 3,450 5.32 18,354.00 SP 7. 351 Concrete in Sidewalk m2 535 32.00 17,120.00 SP 8. 353 Concrete Curb and Gutter(all in 790 28.50 22,515.00 SP types) 9. 405 150 mm dia. Pipe Subdrains in 80 17.00 1,360.00 SP with Geotextile 10. 410 300 mm dia. CP Storm m 81 95.00 7,695.00 SP Sewer, Cl. 3 incl. Excavation, Cl. `B' Bedding and Native Backfill 11. 410 375 mm CP Storm Sewers, in 192 97.00 18,624.00 SP Cl. 65-D, including Excavation, `B' Bedding and Native Backfill Page 3 of 11 pages t ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity Unit Price Total 1?� ty No. No. 12. 410 600 mm CP Storm Sewers, m 217 144.00 31,248.00 SP Cl. 50-D, including Excavation, `B' Bedding and Native Backfill 13. 407 600 nun x 600 mm Storm ea 6 1,253.00 7,518.00 SP Sewer Catchbasin OPSD 705.02 Mod. 14. 407 600 mm x 1200 mm Storm ea 3 1,699.00 5,097.00 SP Sewer Ditch Inlet Catchbasin OPSD 705.03 Mod. 15. 407 600 mm x 1450 mm Storm ea 2 1,440.00 2,880.00 SP Sewer Twin Inlet Catchbasin OPSD - 705.01 Mod. 16. 407 1200 mm dia. Storm Sewer ea 6 1,622.00 9,732.00 SP Manhole, OPSD-701.03 Mod. 17. 408 Adjusting and Rebuilding ea 5 210.00 1,050.00 SP Manholes 18. 501 Water for Compaction and m3 520 5.00 2,600.00 Dust Suppression 19. 506 Calcium Chloride Flake kg 2,200 0.65 1,430.00 20. 510 Removal of Curb and Gutter m 60 10.00 600.00 SP 21. 510 Removal of Pipe Culverts and m 113 5.00 565.00 Sewers 22. 570 Topsoil(imported) and m2 2,100 3.50 7,350.00 571 Sodding (Nursery Unstaked) SP 23. 570 Topsoil (imported) and m2 2,300 3.75 8,625.00 571 Sodding(Nursery, Staked) SP 24. SP Hydro Duct Installation LS 833.00 833.00 25. SP Snow Fence m 250 8.00 2,000.00 Page 4 of 11 pages ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity Unit Price Total No. No. 26. SP Rock Check Dams ea 3 750.00 2,250.00 27 SP Sediment Trap LS 1,250.00 1,250.00 Total Section 1 - (carried forward to Summary Page) 280,910.00 SECTION 2 - SANITARY SEWER AND APPURTENANCES 2.01.00 CD/SP Pipe 01 Manhole #21-2 to Plug m 30 239.00 7,170.00 2.03.00 CD/SP Service Connections 01 100 mm dia. m 23 123.00 2,829.00 2.04.00 CD/SP Manholes 04 Break into Existing ea 1 500.00 500.00 .05 Rebench Existing ea 1 500.00 500.00 Total Section 2 - (carried forward to Summary Page) 10,999.00 SECTION 3 - WATERMAIN AND APPURTENANCES 3.01.00 CD/SP Pipe .04 300 mm PVC m 426.5 148.00 63,122.00 .05 400 mm PVC m 36.4 372.00 13,540.80 3.03.00 CD/SP Valves .04 300 mm dia. Gate Valve and ea 4 1,439.00 5,756.00 Box .05 400 mm Dia. Butterfly Valve ea 1 2,503.00 2,503.00 and Box 3.04.00 CD/SP Hydrants .02 New Hydrant with Pump ea 6 2,592.00 15,552.00 Nozzle .03 Temporary Flushing Hydrant ea 1 1,000.00 1,000.00 Page 5 of 11 pages i ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity I Unit Price Total No. No. 3.05.00 CD/SP Services .01 19 mm main stop ea 2 93.00 186.00 .06 19 mm Curb Stop and Box ea 2 129.00 258.00 .11 19 mm dia. Copper Pipe m 32 32.00 1,024.00 m 3.06.01 CD 19 m Dia. Test Point ea 1 800.00 800.00 Total Section 3 - (carried forward to Summary Page) 103,741.80 SECTION 4 - GENERAL ITEMS 4.02.01 CD/SP One Hundred Percent (100%) Performance and Guarantee LS 10,000.00 10,000.00 Maintenance Bond, Liability Insurance and Labour and Material Payment Bond 4.03.01 CD/SP Mobilization and LS 5,000.00 5,000.00 Demobilization Total Section 4 - (carried forward to Summary Page) 15,000.00 SECTION 5 - CONTINGENCIES 1. Stone Below Pipe Bedding .1 0.00 m to 3.75 m m3 43.00 .2 3.75 m to 5.25 m m3 46.00 .3 5.25 m to 6.75 m m3 51.00 .4 6.75 m to 8.25 m m3 61.00 .5 8.25 m to 9.75 m m3 71.00 2. Extra Excavation in Trenches 1 0.00 m to 3.75 m m3 12.00 .2 3.75 m to 5.25 m m3 15.00 .3 5.25 m to 6.75 m m3 20.00 Page 6 of 11 pages ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity Unit Price Total No. No. L j .4 6.75 m to 8.25 m m3 30.00 .5 8.25 m to 9.75 m m3 40.00 3. Labour Rates (all inclusive) .1 Foreman (including Truck) hr 60.00 .2 Common labour hr 40.00 .3 Skilled Labour hr 42.00 .4 Truck Driver hr 42.00 i 5 Heavy Equipment Operator hr 44.00 .6 Carpenter hr 43.00 4. Located WS or Main Valve Box 1 Total Exposure ea 240.00 .2 Partial Exposure ea 190.00 5. WS Box - Extra Over Item 4 1 New No. 9 Water Service ea 135.00 2 New Rod Only (Stainless) ea 55.00 .3 New Lid Only ea 34.00 .4 Rethreading only ea 48.00 .5 150 mm Extension ea 32.00 .6 300 mm Extension ea 36.00 7 450 mm Extension ea 42.00 .8 600 nun Extension ea 47.00 6. Modify Exist. Main Valve Box .1 Cut off threaded portion ea 106.00 .2 New lid ea 37.00 Page 7 of 11 pages ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity Unit Price Total No. No. .3 New Top Section ea 108.00 .4 New extension Section ea 115.00 .5 New Bottom Section ea 190.00 .6 New Box Complete ea 290.00 Total - Section 5 (carried forward to Summary Page) 10,000.00 E N EX SECTION 6 - CULVERT T R TE NSION 1. 201 Removal and Disposal of LS 1,500.00 1,500.00 510,902 Existing Gabion Retaining SP Walls 2. 902 Excavation of Materials for m3 10 50.00 500.00 SP Culvert Extension 3. 902 Unwatering Structure LS 2,500.00 2,500.00 SP Excavations 4. 314,501 Granular `A' Bedding to m3 4 50.00 200.00 SP Culvert Extension 5. 904 Concrete in Culvert LS 9,350.00 9,350.00 SP Extension and Headwalls 6. 905 Reinforcing Steel t 1.5 1,600.00 2,400.00 7. 904 Dowels into Concrete SP a) Size 20 Dowels ea 16 57.00 912.00 b) Size 25 Dowels ea 28 58.00 1,624.00 8. 314,102 Granular Backfill to Culvert LS 1,168.00 1,168.00 902,SP Extension 9. 511 Rock Protection LS 1,224.00 1,224.00 SP 10. 908 Steel Pipe Pedestrian m 27 315.00 8,505.00 L Handrail Page 8 of 11 pages ITEMIZED BID CONTRACT NO. CL95-9 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL95-9 for the following unit prices. Item Spec. Description of Item Unit Quantity Unit Price Total No. No. 11. 512 Gabion Retaining Walls m3 70 150.00 10,500.00 SP Section 6 - (carried forward to Summary) 40,383.00 SUMMARY: Total Section 1 - Roadworks 280,910.00 Total Section 2 - Sanitary Sewers 10,999.00 ' Total Section 3 - Watermain 103,741.80 Total Section 4- General Items 15,000.00 Total Section 5 - Contingencies 10,000.00 Total Section 6 - Culvert Extension 40,383.00 Total (excluding GST) $461,033.80 GST (7% of Total) 32,272.37 .......... ...... ..........................:. `T M T i�II►R...:... ..: ....... :. ............. fY3:, 5. ..; Tenderer's GST Registration No. 101784585 Page 9 of 11 pages AGREEMENT TO BOND (to be completed by Bonding Company) CONTRACT NO. CL95-9 ##844 (22) 95 WE, the Undersigned, HEREBY AGREE to become bound as Surety for FERNVIEW 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. CL95-9 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 Downsview this 17th day of May 1995. ' CANADIAN GENERAL INSURANCE COMPANY Name of Bonding Company Signature of Authorized Person Signing for Bonding Company (BONDING COMPANY SEAL) Halliki Alas, Attorney-in-fact Position I (This Form shall be completed and attached to the Tender Submitted). Page 10 of 11 pages r SCHEDULE OF TENDER DATA CONTRACT NO. CL95-9 The work specified in the Contract shall be performed in strict accordance with the following Schedule: A. TENDER FORM: General Pages 1 and 2 Itemized Bid Pages 3 - 9 Agreement to Bond Page 10 Schedule of Tender Data Page 11 B. INSTRUCTIONS TO TENDERERS Pages 1 to 4 C. SPECIAL PROVISIONS - GENERAL Pages 1 to 29 D. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 16 E. STANDARDS F. BREAKDOWN SHEET G. PLANS: Drawings No. 1 - 4, WS-1, W-2, S1, S2 H. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications and Region of Durham Specifications, Schedules `C' and `D' revised March 1995. OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct. 1992 353 Sept. 1990 512 Feb. 1990 127 Current 405 Feb. 1990 570 Aug. 1990 128 Current 407 Oct. 1989 571 Aug. 1990 201 Apr. 1987 408 Oct. 1989 902 Dec. 1983 206 Dec. 1993 410 Dec. 1988 904 Dec. 1983 212 Dec. 1993 501 Dec. 1987 905 May 1994 310 Mar. 1993 506 May 1994 908 Dec. 1983 314 Dec. 1993 510 Oct. 1993 1350 Dec. 1983 351 July 1994 511 Feb. 1990 I. GENERAL CONDITIONS: OPS General Conditions of Contract (August 1990) The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms contained herein. By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans and Specifications, for Contract No. CL95-9, executed by me/us bearing date the 19th day of May 1995. SIGNATURE POSITION: Pr ident (COMPANY SEAL) NAME OF FIRM: FERNVIEW CONSTRUCTION LIMITED This is Page 11 of 11 Pages to be submitted as the Tender Submission for Contract No. CL95-9. CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL95-9 i i INSTRUCTIONS TO TENDERERS 13839nnvc INDEX INSTRUCTIONS TO TENDERERS CONTRACT NO. CL95-9 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 9. GOODS AND SERVICES TAX (GST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 10. EXECUTE CONTRACT 3 11. LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 12. SOILS INFORMATION AND CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . 3 13. TENDERERS TO INVESTIGATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 14. INQUIRIES DURING TENDERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 15. AWARD OF THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 17. ADDENDA . . . . . . . . . . . . . 4 18. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 I PAGE ONE INSTRUCTIONS TO TENDERERS CONTRACT NO. CL95-9 1. GENERAL SEALED Tenders plainly marked "Contract No. CL95-9" will be received until: 2:00 P.M., LOCAL TIME, FRIDAY, MAY 19, 1995 and shall be addressed to: Ms. Patti Barrie, Clerk Corporation of the Municipality of Clarington Municipal Administration Centre 40 Temperance Street Bowmanville, Ontario. L1C 3A6 2. BLANK FORM OF TENDER One co of the Tender, on the forms provided, shall be submitted. All information requested PY q shall be shown in the tender, in the space provided. 3. TENDER DEPOSITS All tenders shall be accompanied by a certified cheque in the minimum amount defined below, made payable to the Authority, as a guarantee for the execution of the Contract. Total Tender Amount Mh"UM Depaslt ltegwred $ 20,000.00 or less $500.00 20,000.01 to 50,000.00 1,000.00 50,000.01 to 100,000.00 2,000.00 100,000.01 to 250,000.00 9,000.00 250,000.01 to 500,000.00 19,000.00 500,000.01 to 1,000,000.00 40,000.00 1,000,000.01 to 2,000,000.00 75,000.00 2,000,000.01 and over 150,000.00 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. r INSTRUCTIONS TO TENDERERS CONTRACT NO. CL95-9 2. r4. 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, including Goods and Services Tax, to guarantee his faithful performance of this Contract and his fulfilment 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. 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. Tenders will not be accepted unless submitted in the envelopes provided. 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 r The Authority reserves the right to reject any tender where satisfactory evidence of sufficient capital, plant and experience to successfully prosecute and complete the work in the specified time, is not furnished by the Tenderer. 8. PROVINCIAL SALES TAX Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this Contract. 9. GOODS AND SERVICES TAX (GST) I � 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 INSTRUCTIONS TO TENDERERS CONTRACT NO. CL95-9 3. Contractor in addition to the amount certified for payment and will therefore not affect the Contract unit prices. 10. EXECUTE CONTRACT Tenders shall be open for acceptance for a period of 30 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. The successful Tenderer shall commence work at the site within 7 calendar days of the official commencement date as specified in the written order issued in accordance with GC7.01.02 of the General Conditions. 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. LOCATION The work is located on Baseline Road from Martin Road to 400 metres westerly, Bowmanville. 12. SOILS INFORMATION AND CROSS-SECTIONS A foundation investigation has been undertaken on behalf of the Authority and the report and other findings are available for review at the office of the Contract Administrator. The information provided is for guidance only and is not guaranteed by the Authority. Design cross-sections may also be viewed for information purposes at the same location. 13. TENDERERS TO INVESTIGATE Tenderers must satisfy themselves by personal examination of the site and by such other means as they may prefer as to the actual conditions and requirements of the work. The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are commensurate with the nature of the work. It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works, determine the location of any buried or obstructing services and make satisfactory arrangements for interference with such service with the proper jurisdictional agency. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL95-9 4. 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, Totten Sims Hubicki Associates, Telephone: 905-372-2121, attention: R.A. Kempton, P.Eng., or W. McCrae, P.Eng. 15. AWARD OF THE CONTRACT The award of this Contract is subject to the approval of the Ministry of Transportation, Ontario, and the Regional Municipality of Durham. 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 Clarington". 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. 18. UTILITIES Plans illustrating proposals for the relocation of utilities are available for inspection at the office of the Contract Administrator. For additional information regarding existing utilities the Contractor may contact the following personnel: Ontario Hydro: Mr. Scott Goodhand Consumers Gas: Mr. Cliff Clark Tel: 905-623-2561 Tel: 905-668-9341 Bell Canada: Mr. Brian Middleton Cable TV: Mr. Bernie Visser Tel: 905-697-5821 Tel: 905-579-1601 i 1 1 CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL95-9 SPECIAL PROVISIONS - GENERAL isawnn2vc INDEX SPECIAL PROVISIONS-GENERAL CONTRACT No. CL95-9 CLAUSE SUBJECT PAGE 1. PLAN QUANTITY ITEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2. GUARANTEED MAINTENANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE 2 5. OPS GENERAL CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 6. REVISION TO OPS GENERAL CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 3 r 7. LAYOUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 8. LABOUR CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 9. RESTRICTIONS ON OPEN BURNING 8 10. SUPPLY OF MATERIALS 8 11. PAYMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 12. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 13. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 14. HAUL ROADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 15. DUST CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 16. TRAFFIC CONTROL, FLAGGING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 17. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS . . . . . . . . . . . . . . . . . . . 12 18. MAINTENANCE OF TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 19. EMERGENCY AND MAINTENANCE MEASURES . . . . . . . . . . . . . . . . . . . . . . . 13 20. ENGINEERING FIELD OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 21. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL . . . . . . . . . . . . . . . . . 14 22. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 23. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) . . . . . 20 24. SPILLS REPORTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 25. PROTECTION OF WATER QUALITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 ' 26. TRAFFIC AND STREET SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 27. GARBAGE COLLECTION 21 28. ASPHALT MIX DESIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 29. CONCRETE MIX DESIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 30. TREE PROTECTION 24 31. APPLICABLE STANDARD SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 25 ' 32. AMENDMENT TO OPSS 102 . . . . . 25 . • . . • • . . . . . . . • . . • . • . . • . • . . . . . . . • 33. GOVERNMENTAL REQUIREMENTS 26 34. DELIVERY OF TEST SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 35. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 36. GENERAL LIABILITY INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 37. REVIEW OF SHOPIWORKING DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 38. AMENDMENT TO OPSS 1301 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 39. USE OF GROUND GRANULATED BLAST-FURNACE SLAG . . . . . . . . . . . . . . . . 29 PAGE ONE SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 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 rThe Contractor shall guarantee and maintain-the entire work called for under this Contract for a period of twenty-four (24) months in accordance with Section GC7.15.02 of the General Conditions. The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all defects or deficiencies in the work, both during the construction and during the period of maintenance as aforesaid. The Contractor shall commence repairs on any work identified as defective under this clause within 48 hours of receipt of notice from the Authority or the Contract Administrator. The decision of the Authority and the Contract Administrator shall be final as to the necessity for repairs or for any work to be done under this Section. 3. CONTRACT TIME AND LIQUIDATED DAMAGES ' (1) Time Time shall be the essence of this contract. For purposes of this Contract, GC 1.04 of the General Conditions is revised, in that Contract Time means the time stipulated herein for Completion of the Work as defined in Clause GC 1.06. (2) Progress of the Work and Contract Time The charging of working days shall commence on June 19. 1995 and the Contractor shall diligently prosecute the work on this contract to completion on or before the expiration of Fo 40 working days from the date of commencement. If the contract time above specified is not sufficient to permit completion of the work by the Contractor working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and/or augmented daylight shifts will be required throughout the life of the contract to the extent deemed necessary by the Contractor to insure that the work will be completed within the contract time specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed therefore. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL95-9 2. Working days shall be charged until the date of completion of the work as set out in the Certificate of Completion issued in accordance with GC8.02.03.06. (3) Working Day Working Day as defined in GC1.04 is modified by the addition of the following under Paragraph (a): Except any day from inclusive, even though the Contractor may elect to carry out any approved work as called for under this Contract during this period. The Contract Administrator will furnish to the Contractor for his signature a weekly "Statement of Record of Working Days". The Contractor will be allowed two weeks in which to file a written protest setting forth in what respects the said weekly statement is incorrect, otherwise, the statement shall be deemed to have been accepted by the Contractor as correct. (4) 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 within the number of working days as set forth in the special provisions 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 FOUR HUNDRED DOLLARS ($400.00) as liquidated damages for each and every calendar day's delay in achieving completion of the work in excess of the number of working days 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 number of working days. The Authority may deduct any amount under this paragraph from any moneys that may be due or payable to the Contractor on any account whatsoever. The liquidated damages payable under this paragraph are in addition to and without prejudice to any other remedy, action or other alternative that may be available to the Authority. 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE Authorized representative as referenced in GC7.01.07 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, August 1990. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 3. 6. REVISION TO OPS GENERAL CONDITIONS Payment on a Time and Material Basis: Section GC8.02.04.01, Definitions, is hereby revised by the addition of the following under "Payroll Burden": ' Payment in respect of payroll burden shall be made at the following rates currently in effect: (i) Road Work - 26 percent of the wages and salary portion of the labour costs. (ii) Structure Work - 30 percent of the wages and salary portion of the labour costs. 7. LAYOUT 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 lay out 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. ' 8. LABOUR CONDITIONS ' General This Special Provision is to be read in conjunction with Section GC8.02.06, Payment of Workers, of the General Conditions of the Contract and is subject to The Industrial Standards Act, The Employment Standards Act, 1980 and the regulations made thereunder. The wage rates set out in the Roads and Structures Fair Wage Schedule are subject to change periodically. Any increase in costs incurred by a change in the wage rates shall be borne by the Contractor. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 4, Definitions ' For the purposes of this Special Provision, (a) "regular rate" means, (i) the hourly rate paid to an employee for their normal non-overtime work week, or; ' (ii) in the case of an employee to whom sub-clause (i) does not apply, the amount obtained by dividing their total earnings for the week by the number of hours they worked in the week. (b) "work on roads" means the preparation, construction, finishing and construction maintenance of roads, streets, highways and parking lots and includes all work incidental thereto other than work on structures; and; (c) "work on structures" means the construction, reconstruction, repair, alteration, remodelling, ' renovation or demolition of any bridge, tunnel or retaining wall and includes the preparation for and the laying of the foundation of any bridge; tunnel or retaining wall and the installation of equipment and appurtenances incidental thereto, provided, however, that the Minister of Labour, Ontario may at his/her sole discretion determine whether any particular work is to be classified as work on roads or as work on structures and such decision may be made notwithstanding the definitions herein contained. Hours of Work and Wages The regular work week for a person employed on work on roads being done under this Contract or any other Contract subject to these or similar labour conditions shall not exceed 55 hours and all time worked by such person in excess of 55 hours a week shall be overtime except that part ' of the hours of work in excess of 55 hours a week which together with the hours worked in the preceding week do not exceed 55 hours in that preceding week. But, in no case shall the number of hours that can be included in the hours of work for that preceding week exceed 22 hours. The regular work week for a person employed on work on structures being done under this Contract or any other Contract subject to these or similar labour conditions shall not exceed 50 hours and all time worked by such person in excess of 50 hours a week shall be overtime except that part of the hours of work in excess of 50 hours a week which, together with the hours ' worked in the preceding week do not exceed 50 hours in that preceding week. But, in no case shall the number of hours that can be included in the hours of work for that preceding week exceed 22 hours. Every person employed by the Contractor or a sub-contractor or other person to do any part of the work contemplated by this Contract shall be paid while employed on such work at not less than the wage rate set out in the Roads and Structures Fair Wage Schedule hereunder for the appropriate classification of such work or not less than such other wage rates as, during the SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 5. continuance of the work, are fixed by the Minister of Labour, Ontario, for hours of work that are not overtime and shall be paid one and one half times his/her regular rate for all hours of ' work that are overtime. Notwithstanding that a Contractor pays wages in excess of the wage rates set out in the Roads ' and Structures Fair Wage Schedule hereunder, he shall not, in computing overtime wages payable to an employee, set off against such overtime wages any part of the wages earned by the employee in respect of their regular work period. Where a person is working on more than one Contract that is subject to these conditions, including any municipal Contract that contains similar labour conditions, the regular work week ' and the entitlement to overtime for that person shall be based upon the total hours worked on all such Contracts and if, on this basis, overtime is worked on this Contract the Contractor shall pay such person at the overtime rate and no waiver by that person of this entitlement to overtime ' wages and no interposition of a third parry by way of an employment agency or as the nominal employer of that person shall relieve the Contractor of his/her obligation to pay that person the overtime wages. Decisions by Minister of Labour Where there is no appropriate classification set out in the Roads and Structures Fair Wage Schedule for any particular class of work, the Minister of Labour, Ontario, may designate or establish the appropriate classification and the wage rate. The Contractor, upon receipt of notice of any decision of the Minister of Labour, Ontario, made under this Contract, shall immediately adjust the wage rates, hours and classification of work so as to give the effect to such decision. ' Fair Wage Schedule The Contractor shall make applicable to this Contract and post, in accordance with Section GC7.11 of the General Conditions of the Contract, the current edition of the Ontario Ministry of Labour's Roads and Structures Fair Wage Schedule and any amendments thereto. ' Contractor to Keep Records Which are to be Open for Inspection The Contractor shall keep proper books and records showing the names, trades, addresses and hourly wage rates of all workers in his/her employ or employed on this Contract through an employment agency and the wages paid to and time worked by such workers both at regular wage rates and at overtime wage rates, and the books or documents containing such records shall be open for inspection by officers of the Government at any time it may be expedient to the Minister of Labour to have the same inspected. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 6. Minist ry Requirements uirements Before Payments Made to Contractor ym ' The Contractor shall from time to time upon request furnish the Ministry with such detailed information and evidence as may be required in order to establish that these labour conditions have been complied with not only by him/her but by any sub-contractor or other person doing any part of the work contemplated by the Contract. Off Site Work The Labour Conditions are intended for application primarily to work on the Contract site. Work that is carried out on sites that are not in the immediate vicinity of the Contract site or that are not used exclusively for the purposes of Contracts including Municipal Contracts, containing similar labour conditions will not be subject to the Labour Conditions. Training Period for Equipment Operators (a) Employees, other than students, learning to operate equipment are classified as "Apprentice Equipment Operators" during, (i) their first three months operating equipment which does not require a licensed operator; or (ii) their first 18 months operating equipment which requires a licensed operator. (b) The wages for apprentice equipment operators are as follows: Windsor Zone The wage rate for Cement Improver Hamilton Zone The wage rate for Asphalt Raker Toronto Zone The wage rate for Asphalt Raker Ottawa Zone The wage rate for Skilled Labourer Provincial Zone The wage rate for Skilled Labourer. Pile Driver ' Employees other than an operator are to be classified as "Pile Driver Men" and shall be entitled to the wage rate for "Labourer" - Structure Section. Servicing of Equipment by Operator "On Site" The Operator shall be entitled to his/her wage rate for the work in accordance with the terms of ' the "Special Provisions - Labour Conditions." SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 7. Travelling Time ' Travelling time will not be subject to the Fair Wage Schedule. The hours and wages or monies paid for travelling time are to be deleted from the wage record of an employee in computing his/her wage entitlement. ' Gravel and Chip Spreader - Provincial Zone ' Employees engaged in this classification of work shall be paid the wage rate of Equipment and Maintenance Operator, Group 'B'. ' Room and Board Allowance The amount of room and board allowance will be negotiated between the employer and ' employee but in no case will the net amount of wages due to an employee be less than such wages an employee in General Construction work would receive at the minimum wage and overtime at one and one-half times that rate for hours worked in excess of forty-four a week and the maximum deduction for Room and Board per week as allowed by Regulation under the ' Employment Standards Act. Farm or Industrial Tractors with Attachments The attachment must be power operated and be an integral part of the tractor. Wage Rates for Students (a) Students employed as FLAGPERSONS or WATCHPERSONS shall be entitled to the wage rate for these classifications. (b) Students performing work in positions that are classified in the Fair Wage Schedule, other ' than FLAGPERSONS or WATCHPERSONS, shall be entitled to receive the student rate, notwithstanding the rate set out in the Schedule for the classification applicable to the work. ' (c) Students employed for more than three months in a classified position shall then be entitled to the wage rate for that classification. (d) Students performing work in positions that are not classified in the Fair Wage Schedule shall be entitled to receive the student rate, regardless of the location of the Contract. t SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 8, ' 9. RESTRICTIONS ON OPEN BURNING ' Open fires will not be permitted within the limits of this Contract. Brush and debris may as an alternative to burning, be disposed of outside the Contract Limits and in compliance with the requirements specified elsewhere for Management and Disposal of Excess Material. 10. SUPPLY OF MATERIALS All materials necessary for the proper completion of the work shall be supplied by the Contractor, except as specifically noted, and the payment provided in the Contract shall be deemed to include full compensation for the supply of such materials. Materials listed in OPSS 128 and as amended from time to time, shall be supplied only from sources designated in the Ministry of Transportation Manual of Designated Sources for ' Materials. Amendment to OPSS 128 Section 128.05.02 of OPSS 128 is amended in that the list of materials to be supplied from designated sources is revised: t (1) By the deletion of the following: 6.05.05 Cable, extra low voltage (121.063) ' 6.80.30 Filler, Petrolatum (121.120) 6.85 Traffic Signal/Flasher Equipment 6.85.25 Flasher Beacon, Aluminum (121.310) 9.15.70 Bearings Rotational 9.20.10 Coal Tar Epoxy ' (2) By the addition of the following: 9.15.71 Bridge Rotational, Pot, Class 1A 9.20.10 (Structural Steel) Coal Tar Epoxy 9.20.15 (Structural Steel) Coal Tar Epoxy SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 9. ' 11. PAYMENTS ' Except as herein provided, payments under this Contract will be made in accordance with Section GC8.02.03 of the General Conditions. ' Notwithstanding the provisions of the General Conditions respecting certification and payment, the Authority may withhold 21h percent of the total value of work performed beyond the expiration of 45 days from the date of completion of the work as established by the Completion Certificate, 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 to 2-1/2%, the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03(b). The Completion Payment Certificate to include statutory holdback release, will be issued within 120 days after the date for completion as specified under GC1.06. The date for interest due to late payment shall commence following 180 days after the date of completion of the work. As a condition of the final holdback payment, the Contractor shall provide the required Property ' Owner's Releases as specified elsewhere, as appropriate. The Contractor shall include in his price for the publication of the Certificate of Substantial Performance. Publication is mandatory whether Contractor requests Substantial Performance or ' not. i SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 10. 12. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of a form of release signed by each property owner, upon whose land he has entered for any purpose in conjunction with the Contract, as follows: Date ....................... ' To: Mr. W.A. Evans, P.Eng. Director, Public Works Department Municipal Administration Centre Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario. L1C 3A6 Re: Contract No. CL95-9 Dear Sir: I hereby certify that (Name of Contractor) has fulfilled the terms of our agreement and has left my property in a satisfactory condition. I have accepted their final payment and release (Name of Contractor) I and the Corporation of the Municipality of Clarington from further obligations. 1 Yours very truly, .................................. Signature ' Property Owner's Name............................Lot......Concession.......... Municipality of ........................................ ' (Please complete above in printing) Final payment will not be released to the Contractor until all the applicable forms of release ' have been signed by the property owners and received by the Authority. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL95-9 11. L13. UTILITIES Sections GC2.01 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 of this Contract. The location and depth of underground utilities shown on the Contract drawings, are based on the investigations made by the Authority. It is, however, the Contractor's responsibility to contact the appropriate agencies for further information in regard to the exact location of all utilities, to exercise the necessary care in construction operations and to take such other precautions as are necessary to safeguard the utilities from damage. 14. 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. 15. DUST CONTROL As a part of the work required under Section GC7.06 of the General Conditions, the Contractor shall take such steps as may be required to prevent dust nuisance resulting from his operations either within the right-of-way or elsewhere or by public traffic where it is the Contractor's responsibility to maintain a roadway through the work. Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and grinders of the wet type shall be used together with sufficient water to prevent the incidence of dust, wherever dust would affect traffic or wherever dust would be a nuisance to residents of the area where the work is being carried out. The cost of all such preventative measures shall be borne by the Contractor 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. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 12. 16. TRAFFIC CONTROL FLAGGING Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in the pamphlet entitled "Correct Methods for Traffic Control" issued by the Construction Safety Associations of Ontario. Copies of this pamphlet may be obtained by request from the Ministry of Transportation's District Office. Each flagman shall, while controlling traffic, wear the following: (i) an approved fluorescent blaze orange or fluorescent red safety vest, and (ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and (iii) an approved fluorescent blaze orange or fluorescent red hat. 17. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS 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. Traffic controls shall be provided in general accordance with the latest edition of the "Manual of Uniform Traffic Control Devices", Division 5. As a minimum requirement and without restricting the Contract Administrator or the Authority in requiring further controls, the following signs shall be supplied: Sign Number Slge�Message ...N.... ... ber Regnired TC1 CONSTRUCTION (AHEAD) 3 TC-41A CONSTRUCTION ZONE BEGINS 3 TC-41B CONSTRUCTION ZONE ENDS 3 Traffic controls shall be operational before work affecting traffic begins. 18. MAINTENANCE OF TRAFFIC Baseline Road shall be open to one lane of traffic at all times during construction with two lanes in operation at the end of each working day. The intersection of Baseline Road and Martin 1 Road shall remain open to traffic at all times. Pedestrian traffic shall be maintained at all times throughout the period of the contract. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL95-9 13. No deviation from the above procedure will be allowed except with the approval of the Engineer. Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface within the contract limits in a condition satisfactory to the Engineer and such that any emergency vehicles may have immediate access to any building located within the limits of this contract. The Contractor shall be responsible for all signing at the contract limits and within the contract limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of road restrictions at least 24 hours in advance of such restrictions and to notify these same authorities when lane reductions are no longer in effect. 19. 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. 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. 20. ENGINEERING FIELD OFFICE The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive use of the Contract Administrator. This office shall be located as directed by the Engineer, but in no case shall be more than one kilometre from the Contract limit. The Contract Administrator's office shall have a minimum of 17 m2 of floor area, with a clear ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden floor raised at least 0.3 in clear of the ground. The office shall be fitted with a minimum of two glazed windows, both of which can be opened and are fitted with screens. The door shall have a reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor shall supply electric light, and heat when required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of one desk, one drafting table, two chairs, two drafting stools, one filing cabinet and a broom. Where the Contractor elects to supply a combination office for the use of the Contract Administrator and his own staff, the minimum requirements for the Contract Administrator's accommodation as outlined shall be met. In addition, separate outside access for each office shall be provided and the Contract Administrator's office shall be partitioned off from that of the SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 14. Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a lock or closer on the Contract Administrator's side. Where the field office is situated remote from a built-up area and where alternate toilet facilities are not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet, in a location convenient to the Contract Administrator's office. The field office and other facilities shall be provided at the site within 14 days of the Date of Notification to Commence Work or on the date of the Contractor's actual commencement of work, whichever date occurs first, and shall remain at the site, if the Contract Administrator so requires, for a period of up to two months after the completed work is accepted by the Authority. With the office the Contractor shall also include the supply of an OKI Model 710 portable cellular phone as supplied by Rogers Cantel or approved equal, complete with batteries, charger, cigarette lighter adapter and operations manual, for the use of the Contract Administrator. Any alternate model must have the same features as those on the noted model and must be approved by the Contract Administrator. The phone shall remain with the Contract Administrator for the iduration of the work. The Contractor shall make all necessary applications and pay all charges and fees related to the Cellular phone. Failure to supply a cellular phone may result in the Contract Administrator renting a phone and charging all costs incurred back to the Contractor. 1 For the purpose of this tender, bidders shall assume an average monthly cost of$300.00 for air time and long distance calls. The Contractor shall not be entitled to extra compensation nor shall he be asked for a credit should the actual usage charges differ from this amount. 21. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL (1) Scope This special provision defines the requirements for management and disposal of excess aggregate, rock, earth, swamp material, bituminous pavement, portland cement concrete, masonry, manufactured wood materials, natural wood materials, debris from open burning, and fabricated metal and plastic products. These requirements are in addition to those specified elsewhere in the Contract and do not relieve the Contractor of obligations imposed by the Contractor's Certificate of Approval for a Waste Management System. (2) Definitions Bituminous pavement: means any combination of asphaltic material and aggregate. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 15. Construction 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. Disposable fill: means excess material that is not disposed of at a certified disposal site, and that is disposed of as fill, other than in embankments. Earth: means earth as defined in OPSS 206, excluding any material not classified as soil. Excess material: means aggregate, rock, earth, swamp material, bituminous pavement, portland cement concrete, masonry, manufactured wood materials, natural wood materials, debris from open burning, and fabricated metal and plastic products that result from construction specified in the Contract and for which neither disposal nor use is elsewhere directed in the Contract. Fabricated metal and plastic products: means metal and plastic products such as culverts, fence materials, and guide rails, but does not include containers, other packaging materials, storage tanks, septic tanks, and ancillary equipment associated with sanitary sewage systems, septic systems, and fuel/lubricant dispensing and storage systems. Manufactured wood: means wood that is not entirely natural wood. Masonry: means clay brick and associated mortar. 1 Natural wood: means stumps, trunks, branches, and debris from tree and shrub removal, and wood products that are not treated, coated or glued. Portland cement concrete: means concrete produced with portland cement, and includes concrete mixtures with portland cement, blended hydraulic cement, supplementary cement ' materials, spent debris and silica sand abrasive blasting media from abrasive cleaning of concrete and reinforcing steel, and can include embedded steel. Re-use: means utilization, processing or re-processing of excess material into a construction material or other useful product, and disposal by these means, and includes stockpiling for re- use. Rock: means rock as defined in OPSS 206. Swamp material: means swamp material as defined in OPSS 209, excluding any material not classified as muskeg. Waste: means excess material that is not managed by re-use, open burning, or as disposable fill. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 16. (3) Submission and Notification Requirements 3.1 Notification of Site Selection and Property Owner Release Written permission shall be obtained from the Owner of property that is not owned by the Authority or designated for use in this Contract, prior to its use for any of the following: (a) Stockpiling for re-use. (b) Stockpiling for disposable fill. (c) Management as disposable fill. A copy of this permission shall be provided to the Contract Administrator a minimum of two weeks prior to commencement of such work. Upon completion of such work, a copy of a Property Owner's Release as set out elsewhere in the Contract shall be supplied to the Contract Administrator. 3.2 Notification to Ministry of the Environment Prior to commencement, written notification of the location(s) of the following shall be provided to the Ministry of the Environment (MOE): ' (a) Management of bituminous pavement and portland cement concrete as disposable fill outside the road allowance, right-of-way, or other Authority property, and (b) Open burning. In the event that MOE has concerns with the above location(s), further notification shall be provided until MOEE concerns are addressed. The MOEE Office to be notified is located at: 7 Overlea Boulevard, Toronto, Ontario. M4H 1A8. A copy of the notification shall be provided to the Contract Administrator a minimum of two weeks prior to the commencement of such work. 3.3 Submission of Certificate of Approval Where Section 4.5 of this special provision requires a Certificate of Approval for a Waste Management System, a copy of the Certificate shall be supplied to the Engineer prior to transporting excess material from the construction area. r SPECIAL PROVISIONS -GENERAL 1 CONTRACT NO. CL95-9 17. 4 Conditions for Management of Excess Material 4.1 General Except as otherwise specified in the Contract, excess material shall be managed by one or a combination of the following: (a) Re-use. (b) Disposable fill. (c) Open burning. (d) Disposal as waste. It is the Contractor's responsibility to obtain any approvals and agreements, either directly or in response to notification as specified in Section 3 above, that are required to implement the Contractor's strategy for the management of excess material. 4.2 Conditions on Management by Re-use Management by re-use for incorporation into the work shall be as permitted in the Contract. Management by re-use shall otherwise be outside the road allowance or right-of-way. Management by re-use for both incorporation into the work and other re-use shall be subject to the following conditions: Except where used in base, sub-base, shouldering material or recycled hot mix, excess material consisting of bituminous pavement that is managed by re-use shall be placed: (a) A minimum of 30 in from bodies of water and watercourses, excluding ditches with "V" bottoms; (b) A minimum of 100 in from any water wells. Except for cutting for construction purposes, excess material consisting of manufactured wood shall not be reprocessed or further processed. 4.3 Conditions on Management as Disposable Fill Management as disposable fill within the road allowance, right-of-way, and on other property designated in the Contract shall be specified in the Contract. Management as disposable fill shall otherwise be outside the road allowance or right-of-way and shall be subject to the following conditions: Swamp material, bituminous pavement, portland cement concrete, masonry, natural wood, and debris from open burning that are managed as disposable fill shall be placed: (a) A minimum of 30 in from bodies of water and watercourses, excluding ditches with "V" bottoms. r SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 Ig, r (b) A minimum of 100 in from any water wells. (c) A minimum of 100 in from individual dwellings and a minimum of 460 in from residential development, and (d) A minimum of 2 m above the level of the groundwater. Bituminous pavement, portland cement concrete, masonry, natural wood, and debris from open burning, that are managed as disposable fill shall be covered by a minimum of 100 mm of earth or topsoil. 4.4 Conditions on Management y Open Burning Management by open burning shall be subject to the following conditions: Open burning shall be limited to natural wood, confined to daylight hours, and tended at all times. Open fires shall be located within the construction area only, no closer than 150 in to any dwelling, and shall be conducted in a manner that prevents odour, excessive smoke, or other material discomfort to nearby recipients, and prevents any decrease in visibility on any highway. Open fires shall not be started on days of adverse weather such as rain, fog, or other conditions that prevent the ready dispersion of smoke. During the fire season this condition may be exempted in the fire zone, provided there are no dwellings within 600 m. rDebris from open fires shall be managed in compliance with Section 4.3, or Section 4.5 of this special provision. 4.5 Conditions on Management by Disposal as Waste Waste shall be managed as non-hazardous solid industrial waste or commercial waste. Management by disposal as waste be subject to the following conditions: Waste shall be transported from the construction site to a site that has a Certificate of Approval for a Waste Disposal Site that is valid for non-hazardous solid industrial or commercial waste. Waste may be transported by a hauler who is engaged in other work on the Contract, without a Certificate of Approval for a Waste Management System, provided the waste is transported from the work area directly to the disposal site. Waste shall otherwise be transported by a hauler with a Certificate of Approval for a Waste Management System that is valid for the following: (a) The entire period of the work. (b) The entire area within the limits of the work and the entire haul route. (c) The equipment to be utilized; and r r SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 19. r (d) Non-hazardous solid industrial or commercial waste. (5) Basis of Payment Payment for the management and disposal of excess material shall be deemed to be included in the tender items requiring such management and disposal, and shall include all costs associated with acquiring approvals, releases and agreements. 22. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 -DESIGNATED SUBSTANCES In accordance with the requirements of Section 18a(1) of the Occupational Health and Safety Act, the Authority has determined that the designated substances as listed hereunder are present on the site and within the limits of this Contract. Desrgnated Snbstnnce Irlentifietl'on thysi Site Location 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 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. 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. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 20. 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 1A8, of the location(s) proposed for disposal of Designated Substances. A copy of the notification shall be provided to the Contract Administrator a minimum of two weeks in advance of work starting. ' In the event that the Ministry of the Environment has concerns with any proposed disposal location, further notification shall be provided until the Ministry of the Environment's concerns have been addressed. ' All costs associated with the removal and disposition of Designated Substances herein identified, shall be deemed to be included in the appropriate tender items. Should a Designated Substance not herein identified be encountered in the work, then management of such substance shall be treated as Extra Work. 23. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM S (WHVII ) ' Reporting 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 labelled. The Contractor shall notify the Contract Administrator of changes to the list in writing and provide the relevant Material Safety Data Sheets. 24. SPILLS REPORTING tSpills 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. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 21. 25. 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 the watercourse. Where this measure is not sufficient or feasible to control sediment entering the watercourses, sedimentation traps or geotextile coverage will be required. ' 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. 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. ' 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. 26. TRAFFIC AND STREET SIGNS The Contractor will be responsible for the removal and salvage of existing traffic and street ' signs, and their delivery to the Authority's Works Department Yard, for re-erection by the Authority following completion of the work. 1 Scheduling for sign removal shall be as approved in advance by the Contract Administrator. Regulatory signs such as "Stop" and "Yield" must be maintained throughout. 27. GARBAGE COLLECTION 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. Garbage pick-up is handled by BFI Disposal, McKnight Road, Courtice at 905-433-5075. Recyclable material is handled by Miller Waste Systems at 905-475-6356. SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 22. 28. ASPHALT MIX DESIGNS The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt required for the work, or for having the necessary mix designs prepared by a certified laboratory. The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract Administrator for his approval and no work shall commence until the design mixes are approved. All costs associated with the provision of approved mix designs shall be borne by the Contractor. Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix required by this Contract. 29. CONCRETE MIX DESIGNS The Contractor shall be responsible for the concrete mix design except for low slump concrete overlays and latex modified concrete overlays which the Authority will design, and for providing concrete of the specified properties. Concrete shall conform to the requirements of OPSS 1350 except as noted below: (1) Sub-section 1350.07.07.01 is deleted and replaced by the following: 1 1350.07.07.01 Contractor Designed Mix Mix proportions shall be selected in accordance with A.C.I. Standard 211.8-81 "Standard ' Practice for Selecting Proportions for Normal, Heavyweight and Mass Concretes" and the requirements of this special provision. 1 The values given in Table 5.3.6 of the A.C.I. standard for the determination of the volume of coarse aggregate in the concrete mix shall be increased by not less than 10 percent except where the concrete is deposited using a pump. At least three weeks prior to the placement of concrete the Contractor shall submit to the Contract Administrator a statement indicating the source of coarse and fine aggregate to be used in the concrete work. The mix proportions, for each class of concrete, shall be submitted to the Contract Administrator at least seven days prior to the placement of concrete. They shall be submitted in the standard Form PH-CC-433. Contractor Designed Concrete Mix Mix Proportions shall be expressed as follows: (i) Portland Cement - Type, Source and Content in kilograms per cubic SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 23, metre of concrete. (ii) Cementitious - Percent Slag, Source and Content in Hydraulic Slag kilograms per cubic metre of concrete. ' (iii) Coarse Aggregate - Nominal maximum size, Relative Density (Dry) Source, Content in kilograms per cubic metre of concrete and Dry Rodded Density in kilograms per cubic metre of concrete. ' (iv) Fine Aggregate - Fineness Modulus, Relative Density (Dry), Source and Content in kilograms per cubic metre of concrete. ' (v) Water - Content in kilograms per cubic metre of concrete. (vi) Chemical - Source, Type and Dosage per 100 Admixture kilograms cement. (vii) Air Entraining - Source and Type. Admixture Mix proportions shall be based on an aggregate in an oven dry condition. (2) Sub-section 1350.08.01.02 is deleted and replaced by the following: ' 1350.08.01.02 Sampling of Mix Design Materials ' For Contractor designed mixed samples of acceptable aggregates, cement, water, chemical admixtures and air entraining admixtures representative of the materials to be used in the work shall be provided to the Contract Administrator when requested at the time the 1 proposed mix proportions are submitted to the Authority. (3) Sub-section 1350.07.07.03, Part (b), is deleted and replaced by the following: 1350.07.07.03 High Strength Concrete (b) Contractor Design Mix The proposed mix proportions shall meet the requirements of revised Sub-section 1350.07.07.01 above and in addition shall be tested in a full size field trial batch of concrete. When the concrete is mixed within a ready mixed truck, the size of the trial batch shall be that volume of concrete normally mixed in the truck. When the Contractor elects to use a source of ready mix concrete, the trial batch of concrete shall originate from the same plant that will be used for the supply of high SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 24. ' strength concrete and the trial batch shall be delivered to the site of the work and tested. Where access to the site of the work is not possible the Contract Administrator ' will designate a suitable location for testing. The testing of the field trial batch of concrete shall be the responsibility of the ' Contractor. Strength test data from the field trial batch shall consist of at least one set of standard cylinders tested at 7 days and one set of standard cylinders tested at 28 days. For mixes with cementitious hydraulic slag the strength test data shall also include one set of standard cylinders tested at 3 days. ' The air content, temperature and slump of the samples of concrete used to fabricate the test cylinders shall be stated. When approved by the Contract Administrator, the concrete from the trial batch may be incorporated into parts of the structure. Basis of Payment All costs for the above work shall be included in the contract price for the appropriate concrete item(s). ' 30. TREE PROTECTION General Constraints/Requirements ' Protection from the Contractor's operations of trees not designed for removal shall be ensured by, but not restricted to, the following: The Contractor shall ensure that his operations do not cause flooding or sediment deposition on areas where trees not designated for removal are located. Unless the contract requires work within the dripline of trees not designated for removal, equipment shall not be operated within that dripline area. When the Contract requires work within the dripline of trees not designated for removal, operation of equipment within the ' dripline area shall be kept to the minimum necessary to perform work required. Equipment or vehicles shall not be parked, repaired or refuelled, construction materials shall not be stored, and earth materials shall not be stockpiled within the dripline area of any tree not designated for removal. Tree Repair Work Repair work to trees not designated for removal shall be performed in accordance with approved horticultural practice as follows: SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 25. Bark that is damaged by the Contractor's operations shall be neatly trimmed back to uninjured bark, without causing further injury, within five calendar days of damage. Branches 25 mm or larger in diameter that are broken by the Contractor's operations, shall be cut back to a neat surface within five calendar days of breakage; branches to be removed ' completely shall be set back to within 10 mm of their bases. Roots 25 mm or larger in diameter that are exposed by the Contractor's operations shall be cut ' back cleanly to the soil surface within five calendar days of exposure. Basis of Payment ' Compensation for all costs associated with the above work shall be deemed to be included in the Contract prices for the various tender items of the Contract. No additional payment will be made. The dripline of a tree shall be considered to be the ground surface directly beneath the tips of its outermost branches. 31. APPLICABLE STANDARD SPECIFICATIONS Ontario Provincial Standard Specifications (OPSS) governing the work of this Contract shall be as listed in the 'Schedule of Tender Data', Section G, with the applicable date of issue as ' indicated for each Specification. With the exception of OPSS 127 and 128, these Specifications shall remain in effect throughout ' the duration of this Contract, whether or not they be modified or re-issued by the responsible agency subsequent to the tender advertising date. ' The issues of OPSS 127 and 128 which are current at the time the work is performed or material furnished, shall govern. ' 32. AMENDMENT TO OPSS 102 Scale Accuracy Section 102.08.01 of OPSS 102 is amended by the addition of the following: Scale accuracy tolerances and Limits of Error are defined as follows: SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL95-9 26. SCALE ACCURACY TOLERANCES FOR PERFORMANCE TESTS LIMITS OF ERROR ACCEPTANCE IN-SERVICE 30 DAYS AFTER REPAIR ' PORTABLE SCALE 0.15% 0.20% 0.15% PERMANENT SCALE 0.075% 0.1% 0.075% ' % OF INDICATED LOAD Notes: ' - "Indicated" load refers to the weight of the vehicle used in conducting the performance test when measured at the centre of the platform. ' - "Acceptance" Limits of Error are used for the original approval of the design of the device or at the time of its first use in trade and for 30 days after the device has undergone repairs. 33. GOVERNMENTAL REQUIREMENTS The Contractor shall obey all Federal, Provincial and Municipal laws, Acts, 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 Contractor. Without limiting the generality ' of the foregoing, the Contractor shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and regulations made thereunder on a contractor, a constructor and/or an employer with respect to or arising out of the performance of the ' Contractor's obligations under this Contract. ' 34. DELIVERY OF TEST SAMPLES The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders and asphalt samples to a designated testing laboratory. For this contract the designated testing laboratory is 300 Water Street, Whitby, Ontario, LIN 9J2. 35. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED ' SPACES Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition of the ' following: Detailed written procedures addressing the confined space requirements of the Occupational Health and Safety Act and Ontario Regulations for Construction Projects, Ontario SPECIAL PROVISIONS - GENERAL ' CONTRACT NO. CL95-9 27. Regulation 213/91, shall be clearly posted at the project site and available to all personnel, including the Contractor's workers, Authority staff, Contract Administrator, and Ministry of ' Labour inspectors. The procedures must include the rescue procedures to be followed during a rescue or evacuation of all personnel from an unsafe condition or in the event of personal injury. The Contractor shall have personnel trained in rescue procedures readily available on site. 36. GENERAL LIABILITY INSURANCE ' OPS General Conditions Clause GC6.03.02 is amended in that General Liability insurance shall also name the Regional Municipality of Durham as co-insured. ' 37. REVIEW OF SHOP/WORKING DRAWINGS For the portions of the work to be done under this Contract where detail drawings are to be supplied by the Contractor, six (6) copies of same, together with specifications, plus such additional copies as the Contractor and his subcontractors may require, shall be submitted to the ' Contract Administrator for review. The Contractor or his Subcontractor shall check and initial all shop drawings before submission ' to the Contract Administrator so as to intercept and correct any major errors or omissions. Shop drawings will not be reviewed by the Contract Administrator unless they have been previously checked by the Contractor. The review by the Contract Administrator is for the sole purpose of ascertaining conformance with the general design concept. This review shall not mean that the Contract Administrator ' approves the detail design inherent in the shop drawings, responsibility for which shall remain with the Contractor submitting same, and such review shall not relieve the Contractor of his responsibility for errors or omissions in the shop drawings or of his responsibility for meeting all requirements of the Contract Documents. The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for ' information that pertains solely to fabrication processes or to techniques of construction and installation and for coordination of the work of all subtrades. Work which relates to the shop drawings shall not be carried out before the Contract Administrator's review of the shop drawings is complete. ' SPECIAL PROVISIONS - GENERAL ' CONTRACT NO, CL95-9 28. ' 38. AMENDMENT TO OPSS 1301 Section 1301.01 "Scope" of OPSS 1301 is deleted and replaced with the following: The specification covers the requirements for Portland cements, blended hydraulic cements and ' supplementary cementing materials together with the method of sampling, testing, delivery, handling and storage, prior to proportioning. The following types of cementing materials are covered by this specification: Portland Cements. Type 10 - Normal - Intermediate Grind Type 20 - Moderate Type 30 - High Early - Strength ' Type 40 - Low Heat of Hydration Type 50 - Sulphate Resistant Blended Hydraulic Cements: Type 10-S Portland Blast Furnace Slag Cement Type 10-SM - Slag-Modified Portland Cement ' Type 10-P - Portland Pozzolan Cement Supplementary Cementing Materials: ' Slag - Type G - Ground Granulated Blast Furnace Slag Fly Ash - Type F - Fly Ash normally produced from burning anthracite or - bituminous coal - Type C Fly Ash normally produced from burning lignite or sub- bituminous coal ' Section 1301.01 "References" of OPSS 1301 is amended by the deletion of the reference to CSA Standard "A363-M83 Cementitious Hydraulic Slab". ' Sub-Section 1301.05.01 "Physical and Chemical Requirements" of OPSS 1301 is amended by deleting the first paragraph and replacing it with the following: Except as modified herein, cementing materials shall conform to the physical and chemical requirements of CAN3-A5, CAN3-A362 or CAN-A23.5 depending on the cementing material type used. Fly ash and ground granulated blast furnace slag shall also conform to the ' supplementary optional chemical and physical requirements of CAN3-A23.5 with the exception of the requirements for "Re-activity with Cement Alkalies". rSPECIAL PROVISIONS - GENERAL rCONTRACT NO. CL95-9 29. 39. USE OF GROUND GRANULATED BLAST-FURNACE SLAG r For concrete used in this contract, the requirements of OPSS 1350 shall apply except that the cement shall conform to the following: ' Where normal Portland Cement (Type 10) is specified, it may be replaced by a blend of Normal Portland Cement and ground granulated blast-furnace slag (referred to in this special provision as slag). Slag material shall comply with the requirement of OPSS 1301. r1. For concrete other than as specified in Items 2, 3 and 4 below, slag may be used as a replacement for up to 25% by mass of the quantity of portland cement. 2. For precast reinforced concrete catchbasins, manholes and ditch inlets, slag may be used according to the requirements of Subsection 1351.05.02 of OPSS 1351. r 3. For concrete pipe, slag may be used according to the requirements of Section 1820.05 of OPSS 1820. r4. For lean concrete base, slab is not acceptable. 5. Mix designs using slag in cement shall be the responsibility of the Contractor according to ' the requirements of OPSS 1350. The Contractor shall produce satisfactory test date for 3 day, 7 day and 28 day compressive tests from either a laboratory test program or a field trial batch. r6. Concrete batching plants will be required to have a separate storage facility for slag and the slag shall be weighed separately from the portland cement. In the concrete materials r weighing process the portland cement shall be weighed prior to the slag. Slag may be weighed on the same scale as the portland cement. r The Authority will not specify the use of slag in any work; the choice will be that of the Contractor. r Under most conditions the early strength gain of concrete containing slag in cement will be slower than that of concrete containing only Type 10 Portland Cement. 1 r r � r r i CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL95-9 i SPECIAL PROVISIONS - TENDER ITEMS ' 1384117112tc PAGE ONE SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL95-9 SECTION 1 - ROADWORKS: EARTH EXCAVATION - ITEM NO. 1 Payment under this Item shall include for the following work: • Removal and disposal of bituminous material including sawcutting as required at the limits of construction and the removal of asphalt on private entrances. • Proof rolling of subgrade. Of the total excavation volume of 3,700 m3 approximately 1,850 m3 is available for use as fill material and the balance of 1,850 m3 shall be disposed of off the site of the works at a location arranged for by the Contractor. EARTH BORROW - ITEM NO. 2 Notwithstanding the requirements of Clause 212.09.01.02 measurement by truck box measure shall also be subject to the following: rEach truck box will have a predetermined capacity based on the measured volume to the nearest tenth of a cubic metre as agreed between the Contractor and the Contract Administrator. The loading of each truck shall be kept to not less than the predetermined capacity. Periodic measurements will be taken to ensure that trucks are carrying the redetermined volume of rY g P borrow material. HOT MIX H.L.-3A AND H.L.4 - ITEMS NO. 3 AND 4 Asphalt shall be penetration grade 85/100. No surface course asphalt shall be laid under this Contract. Existing paved entrance will be restored with 50 mm H.L.-3A to match existing. • Existing gravel entrance with new sidewalk. Entrance will be restored with 50 mm H.L.-3A to front face of sidewalk. • Existing gravel entrance opposite Martin Road will be restored with 50 mm H.L.-3A to street line. The unit price bid under Item No. 4 shall include for forming temporary asphalt curbs at catchbasin locations and ramping at Martin Road intersection at limits of asphalt paving. Payment under Item No. 3 shall include for placing of surface asphalt to end of radius on Baseline Road at Martin Road ' intersection. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 2. GRANULAR A AND GRANULAR 11 TYPE 1 - ITEM NOS. 5 AND 6 Payment shall be made under these items for the supply, placing and compacting of Granular `A' and Granular `B' Type 1 in private and other entrances. The following construction standards shall apply: Private Entrances shall be restored with 200 mm of Granular `A' Other entrances shall be restored with 100 mm of Granular `A' and 200 nun of Granular `B', Type 1. CONCRETE IN SIDEWALK - ITEM NO. 7 Section 351.10.01 of OPSS 351 is amended in that the cost of supplying and placing the Granular `A' foundation shall be deemed to be included in the unit price bid for this Item. After the sidewalk has been struck off and floated, the sidewalk shall be given a textured non-slip surface by light transverse brooming using a corn broom and shall be laid out in bays using an edging and grooving tool as shown on the standard. When new sidewalk abuts existing sidewalk, an expansion joint shall be constructed at this location. 150 mm DIA. PIPE SUBDRAINS - ITEM NO. 9 Subdrain pipe shall be polyethylene prewrapped with geotextile. Backfill shall be Granular `B', Type 1, paid for under Item No. 6. STORM SEWERS - ITEMS NO. 10 - 12 Under these items and for the prices bid, the contractor shall supply all materials including pipe of the required type, size and class, other fittings, granular materials for bedding and cover and perform all excavation and backfilling. Foundation conditions are yielding. Bedding and cover material shall be Granular `A'. Backfill shall be selected native material. Concrete pipe shall be to the classes indicated on the Itemized Bid sheet and shall be supplied with rubber gasket joints. The unit prices bid under these items shall include for making connection to existing manhole No. 4 including any rebenching as required and for breaking into and making connections to the existing reinforced concrete box culvert including the disposal of all debris. The unit price bid for Item No. 12 shall include for exposing the 200 mm watermam at the intersection of Martin Road and Baseline Road, at the point of crossing, to confirm elevation in SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 3. advance of storm sewer installation. The Contractor's attention is drawn to the proximity of new 600 mm storm sewer to the existing 900 mm storm sewer. All precautions shall be taken to protect the existing 900 mm pipe from damage during excavation and placing of the new sewer pipe. CATCHBASINS AND MANHOLES - ITEM NOS. 13 - 16 For the unit rice bid under each item the Contractor shall supply and lace Granular `B' Type P PP Y P YP 1 material to a lower limit of 300 mm below the floor slab and all around each structure and construct a 100 mm diameter drainage opening in the base of each catchbasin and manhole. Filter fabric Terrafix Type 270 R or equal shall be placed at drainage openings in bases. All new structures shall be supplied with a sump. Ditch inlets under Item No. 14 shall be Type `B' with 3:1 grate slope. Manholes shall be constructed with a 300 mm sump. Catchbasin and manhole tops shall be constructed to the level of the top lift of base course asphalt. ADJUSTING MANHOLES - ITEM NO. 17 Existing manhole No.s 21-1, 21-2, 7-103, 7-104, and 4 shall be adjusted to top of base course asphalt level. Approximate elevation adjustment for each structure is as follows: Manhole No. Adjustment (lowering) 21-1 20 mm 21-2 80 mm 7-103 10 m 7-104 5 m 4 Resetting of frame and grate REMOVAL OF CURB AND GUTTER -ITEM NO. 20 Payment shall also be made under this Item for the removal of concrete and asphalt spillways at the east limits of the contract. TOPSOIL AND SOD -ITEMS NO. 22 AND 23 Payment shall be made under these Items for the placing of a minimum depth of 100 nun of topsoil and nursery sod. HYDRO DUCT INSTALLATION - ITEM NO. 24 Under this Item the Contractor shall supply all labour and equipment as required to install ducts at the location shown on the drawing. Ducts shall be supplied by Ontario Hydro. 1 SSPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 4. Installation shall be carried out in full accordance with Standard Drawing No. SD-1. Total length of duct is 50 metres (4 x 12.5 metres). The trench bottom shall be free of stones and other sharp objects. Selected native material shall be used for backfill. Ducts shall be joined together with approved watertight couplings. Backfill cover shall be placed by hand before mechanical backfilling. When complete, ducts shall be clean, waterproof and free from obstructions and the ends lu ed P gg with standard plastic duct plugs to prevent the entry of moisture or dirt. A 5 mm polypropylene pulling rope shall be installed in each duct. Ducts shall extend are metre beyond the back of curb on each side and the ends shall be marked with orange painted stakes in accordance with the standard. SNOW FENCE - ITEM NO. 25 Snow fencing shall be supplied and erected on the south side of baseline road from Martin Road to the east side of West Side Creek at a location one metre south of property line. CHECK DAMS - ITEM NO. 26 Check dams hall be s constructed in accordance with the standard at locations to be determined on site 3 by the Contract Administrator. The unit price bid shall include for maintenance of check dams and removal on completion of works. The Contractor shall be paid 50% of the Item value for construction and 25% each for maintenance and removal. SEDIMENT TRAP - ITEM NO. 27 The lump sum bid shall include for the construction of a sediment trap in West Side Creek in accordance with the standard drawing. The unit price bid shall include for maintenance of the sediment trap and for removal on completion of the works. The Contractor shall be paid 50% of the Item value for construction and 25% for maintenance and removal. SECTION 2 - SANITARY SEWERS AND APPURTENANCES Reference: l Construct all sanitary sewers and appurtenances in accordance with Schedule 'D' - Standard Specifications for the Construction of Sanitary Sewers - Revised March 1995. .2 Contract Drawings and Details for Contract CL95-9. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 5, SANITARY SEWERS - ITEM NO. 2.01.01 Include: .l Excavation to grade and disposal of all surplus materials. .2 Supply and installation of pipe complete in specified bedding. .3 Trench protection as required by the Ministry of Labour for soil conditions encountered. .4 Connecting to existing manhole No. 21-2, including adjustments to existing benching as required. .5 Environmental considerations. .6 Backfill and compaction with selected native material to subgrade level. .7 Temporary and permanent support for all in-ground services along or across the sewer trench. .8 Dewatering inside and outside of trenches. .9 Vertical trenching as required to minimize road restoration. .10 Maintenance of local traffic. !� .11 Temporary surface restoration as required for the maintenance of traffic. .12 The pipe bedding material as shown on S-304 and S-305 shall be altered in wet areas at the Engineer's direction from crusher run limestone to HL-8 blend, clear crushed stone (d=150 minimum). No additional payment will be made for the substitution of the HL-8 blend, clear crushed stone in lieu of the normal bedding materials specified. .13 Maintenance of flow in existing sewer system, including by-pass pumping as required. .14 All testing and inspection requirements as outlined in the standard specifications. SERVICE CONNECTIONS - ITEM NO. 2.03.01 Reference: S-301, S-304 Include: .1 Excavation to grade and disposal of all surplus materials. .2 Supply and installation of the specified diameter PVC sanitary service connection complete in the bedding specified. .3 Trench protection as required by the Ministry of Labour for all soil conditions encountered. .4 Dewatering inside and outside of trenches. .5 Vertical trenching as required to minimize road restoration when the services are located outside the limits of new roadway construction. .6 Temporary and permanent support for all in-ground services along or across trench. .7 Backfill and compaction. .8 Maintenance of local traffic. .9 Temporary surface restoration as required for the maintenance of vehicular and pedestrian traffic. .10 All sanitary service trenches within the limits of the roadway excavation shall be backfilled with compacted selected native materials to the subgrade level. 1 SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 6. Note: 1 The exact location for the sanitary service connections shall be established in the field by the Contract Administrator. .2 All connections to the 600 mm diameter main line sewer shall be made using a 100 mm strap on saddle BREAK INTO EXISTING - ITEM NO. 2.04.04 Reference: Contract drawings. Include: .1 Excavation and disposal of surplus material. .2 Removal and disposal of concrete material from existing manhole to form opening. .3 Maintenance of flow. .4 Backfill and compaction. REBENCH EXISTING - ITEM NO. 2.04.05 Reference: Section 02651 Include: .1 Removal and disposal of existing benching material. .2 Maintenance of sanitary flows by bypassing existing manhole. .3 Supply of all materials and labour as required to rebench manhole. .4 Compliance with Ministry of Labour requirements in regard to confined space entry. r SECTION 3 - WATERMAINS AND APPURTENANCES Reference: 1 Construct all watermains and appurtenances in accordance with Schedule 'C' - Standard Specifications for the Construction of Watermains - Revised March 1995. .2 The Contract Drawings and Details for Contract CL95-9. Note: 1 Cathodic protection to be supplied and installed for all: 1 Tracer wires as per S-435 .2 Hydrant assemblies as per S-436 .3 Copper water services as per S-414 .4 Valves and fittings as per S-438 SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 7. - WATERMAINS - ITEMS NO. 3.01.04 and 3.01.05 Include: .1 Excavation to grade and disposal of all surplus materials. .2 Dewatering inside and outside of trenches. .3 Supply and installation of all pipe, fittings, bends, bevels, adaptors, reducers, special sleeves, restrainers, thrust blocks, etc. complete in the bedding specified. .4 Tracer wires complete with cathodic protection. .5 Connecting to existing watermains including the supply and placement of anodes on existing ferrous watermains as per S-441. .6 Foam swabbing of all watermains. All short sections of watermain pipe shall be hand swabbed prior to installation. .7 Backfill and compaction. .8 Trench protection as required by the Ministry of Labour for the soil conditions encountered. .9 Temporary and permanent support for all in-ground services along or across the trenches. .10 Vertical trenching as required to minimize road restoration. .11 Maintenance of local traffic. .12 Temporary surface restoration as required for the maintenance of traffic. .13 The pipe bedding material as shown on 5-423 shall be altered in wet areas at the Engineer's direction from crusher run limestone to HL-8 blend clear crushed stone (d=150 minimum). No additional payment will be made for the substitution of the HL-8 blend, clear crushed stone in lieu of the normal bedding materials specified. .14 All cathodic protection. .15 All watermain trenches within the limits of the new roadway excavation shall be backfilled with compacted select native materials to the subgrade level. .16 Maintenance of existing water supply to all residences and other facilities during installation of new watermain works. The Fifth Wheel Truck Stop must be assured of no supply interruption. The Contractor will be responsible for the trucking of water to the Truck Stop if required in accordance with Region of Durham Schedule `C' Section 01515 "Supplementing Local Water Supply". Supply requirements shall be agreed with the Region of Durham. Note: .1 The connections to the existing watermains shall not be completed until the new watermain installation has been tested, chlorinated and flushed to the satisfaction of the Engineer. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL91-9 8. VALVES - ITEMS NO. 3.03.04 and 3.03.05 Reference: S-408 Include: 1 Supply and installation of the valve com p lete with all blocking an d the valve box. .2 Backfilling of the valve with crushed limestone. .3 All cathodic protection. .4 Backfill and compaction. .5 Setting of valve box cover to final grade including adjustments if required. HYDRANTS - ITEMS NO. 3.04.02 Reference: Section 02660, S-432, S-436 Include: .1 Supply of hydrants. Hydrants to be Darling Century model complete with pump nozzle where indicated. Hydrants shall be located one metre from road allowance limit. .2 Excavating, blocking and backfilling. .3 Supply and installation of anchor tee, branch connection, gate valve, watermain pipe filler piece, thrust blocks, restraining joints and support blocks. .4 Cathodic protection as per S-436. TEMPORARY FLUSHING HYDRANT - ITEM NO. 3.04.03 Reference: Contract Drawings Include: 1 Installation of flushing hydrant on new watermain includin g g all fittings required q ? to connect hydrant to new watermain. .2 Removal and salvage of hydrant after satisfactory testing and flushing of new watermain. Hydrant shall remain the property of the Contractor. .3 Backfill and compaction. Excavations within the roadway reconstruction area shall be backfilled with select native materials to subgrade level. SERVICES - ITEM NO. 3.05.01, 3.05.06 and 3.05.11 Reference: Section 02660, S-414 Include: 1 Supply and installation of all main stops, service saddles, curb stops, service tubing, unions, adapters, service boxes and rods, etc. .2 Cathodic protection as per S-414. .3 Excavation, backfilling and compaction. .4 Disposal of all surplus excavated material. e SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 9. .5 All water service trenches within the area of new roadway excavation shall be backfilled with compacted select native material to the subgrade level. .6 Temporary and permanent support of all in-ground services along or across the trenches. .7 Maintenance of local traffic. .8 Trench protection as required by the Ministry of Labour for the soil conditions encountered. Note: 1 The payment for the supply and installation of each water service connection shall be made under three separate tender items as follows: (a) the supply and installation of a corporation main stop complete with service saddle as required. (b) the supply and installation of Type 'K' soft copper piping as required (measured in metres), complete with cathodic protection as shown on S-414. (c) the supply and installation of a new curb stop, service box and rod. .2 All curb stops and service boxes shall be positioned such that no service box shall be located in any driveway. tSECTION 4 - GENERAL ITEMS BONDS AND INSURANCE - ITEM NO. 4.02.01 The Contract price in the Tender Form for this Item shall be compensation in full for the cost of the Performance Bond, Labour and Material Payment Bond and the Guarantee Maintenance Bond for 24 months, and the Liability Insurance as outlined in the Information to Tenderers and General Conditions. One hundred percent of the tendered price for this item shall be paid on first progress payment. Bonds shall be based on the Total Tender Amount. MOBILIZATION AND DEMOBILIZATION - ITEM NO. 4.03.01 The Contract price in the Tender Form for this Item shall be compensation in full for the following: (a) Supply and erect all signs, barricades, flashers, delineators, flashing lights, and such other protection as may be required by the Engineer to protect the public during the course of the Contract. (b) Security protection of the Contractor's office, plant and stored materials during the course of the Contract. (c) Moving onto the site and setting up the Contractor's office, Contract Administrator's office, storage facilities, plant, etc. � SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 10. (d) Moving off the site and removal of the Contractor's office, Contract Administrator's office, storage facilities, plant, etc. Payment under this Item shall be made as follows: - 60% of the lump sum stated in the Tender Form for this Item will be paid on the first payment certificate, and - The 40% balance will be paid on the issuance of the Final Payment Certificate. r SECTION 5 - CONTINGENCIES (Sanitary Sewers and Watermains) Reference: Section 01780 Note: .1 The provisional sum included under Item 5.27.01 shall be used for work of an additional nature and shall only apply when the additional work is authorized in writing by the Contractor Administrator .2 The Contractor shall not be entitled to payment of any portion of this provisional sum unless he has received specific authorization from the Engineer to undertake specified additional works. SECTION 6 - CULVERT EXTENSION REMOVAL AND DISPOSAL OF EXISTING GABION RETAINING WALLS - ITEM NO. 1 Under this Item and for the Contract price, the Contractor shall demolish and completely remove the existing gabion retaining walls at the north end of the existing culvert and perform all necessary excavation, unless provided otherwise in the Tender, to accommodate the construction of the new culvert extension and gabion retaining walls, including granular bedding, backfill, frost tapers and rock protection, as directed by the Engineer. Any over excavation shall be backfilled with approved materials and compacted at the Contractor's expense and as directed by the Engineer. 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 Engineer. All removals from the existing gabion retaining walls, 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 Engineer. When hauling rubble, excavated materials or fill from or to the site, the Contractor shall comply with the requirements of the Highway Traffic Act. The Contractor is advised that the rock material from the existing gabion retaining walls can be reused in the new gabion retaining walls. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 11. Any damage to the existing structure, as a result of the Contractor's operations shall be repaired by the Contractor at his own expense and to the complete satisfaction of the Engineer. Blasting will not be permitted for any work under this Item. The Contractor is advised that work under this Item shall not commence without prior approval in writing from the Engineer. EXCAVATION OF MATERIALS FOR CULVERT EXTENSION - ITEM NO. 2 Under this Item and for the Contract unit price, the Contractor shall excavate all materials of whatever nature that may be encountered, including all organic materials, to permit the construction of the concrete culvert extension and granular bedding to the lines and grades shown on the plans or set by the Engineer. If after excavating to the elevation shown on the Drawings, the material encountered should prove to be unacceptable to the Engineer as a foundation, the Contractor shall perform additional excavation as directed by the Engineer, payment for which will be made under this Item. Only that excavation as indicated on the Contract Drawings, below the top of the bottom slab of the culvert extension to the dimensions of the limits of the bedding and cut-off walls, or to such additional depth as directed by the Engineer, will be paid under this Item. The Contract price 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 to construct granular backfill, frost tapers, stream improvements and rock protection as shown on the Drawings and as directed by the Engineer. The Contractor shall dispose of all excavated organic materials, and all other excavated materials which are unsuitable for or in excess of the fill requirements under this Contract, off the site at a location arranged for by the Contractor at his own expense and to the satisfaction of the Engineer. UNWATERING STRUCTURE EXCAVATIONS - ITEM NO. 3 For the Contract price, the Contractor shall carry out all work, and as outlined in OPSS 902, to ensure that all concrete and granular materials are placed in the dry. The discharge points of all pumps utilized in unwatering the work shall be located away from the watercourse, to permit natural filtration of the silts by the soil and vegetation, to the satisfaction of the Engineer. The Contractor shall submit six (6) copies of his detailed drawings and specifications for his proposed method of unwatering for the Engineer's review. The Contractor shall be wholly responsible for the adequacy of his method of unwatering. The Contractor is advised that all unwatering schemes shall be subject to the approval of the Ministry of Natural Resources, the Central Lake Ontario Conservation Authority, and the Engineer. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 12. i GRANULAR 'A' BEDDING TO CULVERT EXTENSION - ITEM NO. 4 Under this Item and for the Contract unit price, the Contractor shall supply, place and compact the Granular `A' material required for the bedding to the culvert extension including sufficient quantities to backfill any additional excavation authorized by the Engineer below theoretical bedding level, as shown on the Drawings. The extent of the Contract unit price item for placing the granular bedding nder the culvert extension tension shall be as shown on the Drawings or as revised in the field by the Engineer. Where, however, the Contractor has excavated beyond these limits, he shall supply and place, to the satisfaction of the Engineer, granular material, as required to fill the resulting excess volume. All costs of supplying and placing such additional material shall be deemed to be the responsibility of the Contractor and no additional payment will be considered. Measurement for payment of this Item shall be made in cubic metres based on the neat plan dimensions of the bedding between the limits of the cut-off walls and to the depths as shown on the Drawings, or as revised in the field by the Engineer. CONCRETE IN CULVERT EXTENSION AND HEADWALLS - ITEM NO. 5 Payment for this Item, at the Contract Price shall include: a) All cast-in-place concrete components of the culvert extension P P including cut-off wall and headwall, as shown on the drawings. b) The concrete headwall on the south end of the existing culvert. c) The preparation of the existing concrete surfaces prior to the placement of new concrete, as specified elsewhere in the contract. d) Breaking into the existing culvert barrel for storm sewer connections, the installation of the storm sewer pipe and making good the connection. The pipe will be supplied under other Items of the specifications. e) Placement of the anchorages for the steel pipe pedestrian handrail over the headwalls. Payment for the supply of the anchorages is included under the item "Steel Pipe Pedestrian Handrail". f) The supply and installation of all caulking, PVC waterstops, etc., and similar items as indicated on the Drawings, and as required to complete the structure. ! g) The supply and placing of the Date and Site Figures as directed by the Engineer. Lump Sum Concrete Quantity The following approximate quantity for this tender item is ' g PP q ty given for the contractor's information only: SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 13. Item No. 5 - Concrete in Culvert Extension and Headwalls 14 m3 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 determined 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 Section GC 3.11 of the General Conditions to Contract, 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 Section GC 3.11 of the General Conditions to Contract, then either party to the contract upon the written request of the other, shall as soon as reasonably possible, negotiate a new lump sum price for the Tender Item in question. Air Content of Concrete Table II, Air Content, of Clause 1350.05.02.02 of OPSS 1350 is amended in that the percentage of air content in concrete using 19 mm (max. size) coarse aggregate shall be 7.0% ± 1.5%. Curing of Concrete Clause 904.07.02.01 of OPSS 904 is amended in that the second paragraph is deleted and replaced with the following: `The curing procedure to be used shall be restricted to the use of burlap and water only'. Payment for the above items, whether by lump sum or by the 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. Slump Clause 1350.05.02.03 of OPSS 1350 is amended as follows: (1) In Table III, the slump for reinforced or plain concrete in flat sections such as bridge decks, sidewalks, curb and gutter, approach slabs and concrete pavement is deleted and replaced by 70 (2) The paragraph following the sub-heading Tolerances is deleted and replaced by: "The tolerances in consistency of concrete placed in any one structural element as determined by the slump test, shall be within the following applicable ranges:" ±10 mm when the specified slump is less than 70 mm ±20 mm when the specified slump is 70 mm or greater SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 14. 1 Shipping of Concrete Test Cylinders In addition to the requirements of OPSS 904.10, payment whether by the lump sum or by the cubic ' metre, will include compensation for shipping concrete test cylinders to the location designated by the Engineer. ' 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 Engineer after samples have been tested and have met the current physical requirements and the alkali reactivity requirements of OPSS 1002. ' Preparation of Existing Concrete Surfaces Not more than 24 hours before placement of concrete begins all concrete surfaces against which the new material is to be placed shall be thoroughly cleaned by abrasive blast cleaning. In areas where new coated reinforcing steel is to be used, the abrasive blast cleaning operation shall be carried out prior to placement of the reinforcing steel. The abrasive blasting shall be of such an extent to expose the coarse aggregate and remove all dirt and other foreign material. The abrasive blast shall also remove all scale and corrosion deposits from the exposed reinforcing steel. The abrasive blasting grit shall be removed from the concrete surface by air blasting. Abrasive blasting shall not be permitted unless the concrete is surface dry at the time the operation commences. The blasting grit shall be collected and removed. The full circumference of the existing exposed reinforcing steel and the surface of existing structural steel that will be in contact with new concrete shall be blast cleaned to a commercial blast cleaning finish as defined in SSPC-SP6-89. Acceptance of the surface preparation will be based on the applicable SSPC surface preparation specification and visual standards given in SSPC-VIS 1-89. The abrasive blast cleaning of the existing steel surfaces shall be carried out before placement of any epoxy coated reinforcing steel. Existing concrete surfaces against which new concrete is to be placed shall be primed with a neat cement paste bonding grout, in accordance with OPSS 904. All dust and loose material shall be removed from the prepared surface of the existing concrete by oil-free compressed air not more than 1 hour before application of the bonding grout. All vertical and horizontal surfaces against which the concrete is to be placed shall receive a thorough, even coating, with no excess of bonding grout in any area. The grout shall be placed a maximum of ten minutes before placement of the concrete. Areas of concrete and components that will not be covered with new concrete and epoxy coated reinforcing steel shall be protected from abrasive blasting. All abrasives and debris resulting from the abrasive blast cleaning operation shall be disposed of as specified elsewhere in the Contract. Abrasive blast cleaning shall not be permitted unless the concrete is surface dry at the time the operation commences. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL95-9 15. DOWELS INTO CONCRETE - ITEM NO. 7 Under this Item and for the Contract unit prices, the Contractor shall supply all equipment, labour and materials to core drill into the existing concrete and grout in dowels, as shown on the drawings. Reinforcing steel bars shall supplied under the Item - "Reinforcing Steel". Size 20 and 25 dowels shall be grouted with the Hilti H.I.T. C-100 Adhesive System or approved equal as shown on the Drawings. Grout shall be used in accordance with the manufacturer's recommendations and as directed by the Engineer. GRANULAR BACKFILL TO CULVERT EXTENSION - ITEM NO. 8 ' Under this Item and for the Contract price, the Contractor shall supply, place and compact in accordance with OPSS 501, the Granular 'B' material required for the culvert backfill and frost tapers, all as shown on the Drawings, and as directed by the Engineer. The extent of the Contract price item for placing granular backfill to the culvert extension shall be as shown on the Drawings. Where, however, the Contractor has 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 Engineer, either earth or granular material, whichever the Engineer shall direct, as required to fill the resulting excess volume. All costs of supplying and placing such additional material shall be deemed to be the responsibility of the Contractor and no measurement for payment of such material will be made. Water shall be applied to the material to assist compaction, as directed by the Engineer, 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 a) At Culvert Walls: The area within a plane extending from the bae of the back face of the wall, where it contacts the bedding, upwards at a slope of 1.5 vertical to 1 horizontal. b) At Retaining Walls: 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. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL95-9 16. ROCK PROTECTION - ITEM NO. 9 The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the Engineer, and shall consist of constructing a protective covering of approved rock in the streambed and on the streambanks and approach embankments at the culvert inlet and outlet, as shown on the Contract Drawings. The Contractor shall supply all materials for this Item. Rock shall be an imported quarry or field stone material; the quality of the rock approved by the Engineer. Rock subject to marked deterioration by water or weather will not be accepted. Rock shall fulfil the following gradation requirements: Gradation Limits for Rock Protection ' Minus 450 mm 95% Maximum Allowable Minus 300 mm 60% Maximum Allowable Minus 200 mm 40% Maximum Allowable Minus 75 mm 0% 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 600 mm minimum thickness in the streambed and on the streambanks and approach embankments, and shall extend along the streambanks and approach embankments as indicated on the Drawings. ' The Contract price for the rock protection shall constitute full compensation for the supply of rock, any excavation or trimming required for the bedding of the rock, the supply and placing of the geotextile filter fabric, the hauling and placing of the rock, and all items incidental to the completion of the work in accordance with the Specifications. GABION RETAINING WALLS - ITEM NO. 11 Under this Item and for the Contract unit price the Contractor shall supply all labour, equipment and materials to complete the gabion retaining walls, as shown on the Drawings and as directed by the Engineer. Payment for this Item at the Contract unit price shall include the following work, as shown on the Drawings and as directed by the Engineer: a) Any excavation required for placement of the gabion baskets, clear stone bedding and granular backfill. b) Supply and placement of the 20 mm clear stone bedding and Granular `B' backfill, including any dewatering necessary to ensure that the backfill material is placed in the dry. c) Supply and placement of Class II non-woven geotextile. d) Supply and placement of gabion baskets and gabion stone. e) Installation of anchorages for the steel pipe pedestrian handrail, including sand-cement grout. Anchorage sleeves will be supplied under the Item "Steel Pipe Pedestrian Handrail". 1 1 r r r r CORPORATION OF THE MUNICIPALITY OF CLARINGTON rCONTRACT NO. CL95-9 1 1 1 r r r r STANDARDS r r r r PAGE ONE STANDARD DRAWINGS CONTRACT NO. CL95-9 STANDARD NO. DESCRIPTION Fig. 1 TYPICAL SECTION OPSD- 216.010 BOULEVARD TREATMENTS - URBAN SECTION 218.01 SODDING OF SIDE SLOPES 310.010 Mod. CONCRETE SIDEWALK ' 310.020 Mod. CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER 310.030 CONCRETE SIDEWALK RAMPS AT INTERSECTIONS 310.050 SIDEWALK DRIVEWAY ENTRANCE DETAILS 351.01 URBAN RESIDENTIAL ENTRANCE 400.01 CATCHBASIN GRATES 401.01 MANHOLE GRATES 405.01 MANHOLE STEPS 600.04 CONCRETE BARRIER CURB 608.01 METHOD OF TERMINATION 610.01 CONCRETE CURB AND GUTTER OUTLET 701.03 MOD. PRECAST CONCRETE MANHOLE COMPONENTS (1200 mm) 705.01 MOD. PRECAST CONCRETE TWIN INLET CATCHBASIN (600 mm X 1200 mm) 705.02 MOD. PRECAST CONCRETE CATCHBASIN (600 mm X 600 mm) 705.03 MOD. PRECAST CONCRETE DITCH INLET (600 mm X 1200 mm) 802.03 BEDDING FOR STORM SEWERS AND CULVERTS 803.04 BACKFILL FOR SEWERS S - 301 SANITARY SEWER HOUSE CONNECTION 302 SANITARY SEWER RISER CONNECTIONS 303 SANITARY SEWER CLEANOUTS 304 BEDDING FOR PLASTIC SANITARY SERVICE CONNECT ION 305 SEWER TRENCH DETAIL CLASS P 401 SEWER AND WATERMAIN TRENCH BEDDING 402 WATERMAIN AND WATER SERVICE TRENCH DETAIL 403 WATERMAIN AND SEWER COMMON TRENCH DETAIL 404 THRUST BLOCKING FOR WATERMAINS 405 THRUST BLOCKING FOR WATERMAINS 407 SUPPORTS FOR WATERMAINS AND SEWERS CROSSING TRENCH 408 100 MM TO 300 MM GATE VALVE AND VALVE BOX 409 HYDRANT ASSEMBLY WITH CONCRETE THRUST BLOCKS 414 19 mm AND 25 mm COPPER WATER SERVICE 422 DEFLECTION OF WATERMAIN UNDER SEWER 423 P.V.C. WATERMAIN TRENCH BEDDING 425 TRACER WIRE ARRANGEMENT AT VALUE BOX 430 RESTRAINED JOINT DETAIL FOR P.V.C. PIPE 431 JOINT RESTRAINING LENGTH FOR P.V.C. PIPE 432 HYDRANTS ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS ' 433 THRUST BLOCKING FOR P.V.C. WATERMAINS 435 CATHODIC PROTECTION FOR TRACER WIRES ON P.V.C. 436 CATHODIC PROTECTION FOR HYDRANT ASSEMBLY 438 CATHODIC PROTECTION FOR VALVES AND FITTINGS S - 501 PAVEMENT JOINT TREATMENT SD- 1 ONTARIO HYDRO - ROAD CROSSINGANSTALLATION SD- 2 ROCK CHECK DAMS SD- 3 SEDIMENT TRAP mm on = m m i m m m m m NORTH SOUTH 13.00m 10.00m FE 0.3 S/W 1.50 3.25 1 0.51 4.75m 4.75m 2.5 0.3 0.3 2% ( 2% 2% 3:1 r 150mm SUBDRAIN ORIGINAL GROUND --3% 3% -- 100mm TOPSOIL 40mm HL1 I C & G PER AND SOD (TYP.) 40mm HL4 I OPSD 600.04 50mm HL4 150mm GRAN. 'A' 300mm GRAN. 'B' MUNICIPALITY OF CLARINGTON BASELINE ROAD BOWMAN VILLE TYPICAL SECTION 110294 FIGURE 1 Sidewalk 0.3m min Note 1 —0.5 Original ground Pavement Vranular base Boulevard surface y m ��---- — min 7 2� — — 2min 87.max 27 �' ot Rounding breakpoint ' Granular 0.3m Subgrade subbase SOmm min—T- in Typ ' Typ Pipe subdrain Typ CUT AND FILL SECTION WITH BARRIER CURB ' Sidewalk 0.3m min Note 1 Pavement surface Granular base 0.5 m Original ground _ i �a�/,�----- or 2% ---27min 87.max 27 — - — ` - _ '� : ' 7�—'. ' • ' Depth as specified 0 Rounding ' Granular Subgrade breakpoint subbase CUT AND FILL SECTION WITH MOUNTABLE CURB NOTES: 1 Where steel beam guide rail is indicated, the minimum rounding shall be 1.0m, with 0.5m required from edge of sidewalk to rounding breakpoint. ' A All dimensions are in millimetres or metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING 1994 05 16 JlRev BOULEVARD TREATMENTS Date _ ' URBAN SECTION - 216.010 um ( ), a'►v/.1 slodesu�faaeePer' y Stak"? y flush • „ - - and drive - - to 100 100 - - _ j ' + „ • "- i� p� h - - 0 ago Direc led OrO / Subgrode elevation on roadway frontslope p;t�h / NOTES: A For application to designated areas. B All dimensions are in millimetres unless otherwise shown . ONTARIO PROVINCIAL STANDARD DRAWING Date 1990 09 14 1 Rev 2 Date SODDING OF SIDE SLOPES -------- ---- 0PSD - 218 . 01 r_ ----- Varies .2 m min) o 0.3m BOULEVARD Concrete mm ox s,oPe 1 Sloe 2% to 4% sidewalk 2% to 10% � 2% to 10% �— ' --------- -� Smm R— 100mm Granular W 1 25mm Note 1 TYPICAL SECTION s 'ti •r .T Y O ' DUMMY JOINT Curb and gutter Exnf sion iol 5"��'" 0.25 T BOULEVARD R=0.5m Note I f1 TYP k. A) 1.5m .: c TYP Expansion joints CONTRACTION JOINT R=Smm TYP 5 Dummy _ joints s :•T Y TYP :� r . • Contraction ' r • joints x •'J ' TYP 0 f --I 12mm expansion joint material JOINT LAYOUT EXPANSION JOINT ' NOTES: 1 Sidewalk thickness at residential driveways A All dimensions are in millimetres or and adjacent to curb shall befi-251 mm. metres unless otherwise shown. At commercial and industrial driveways, the thickness shall be IT so mm. 2 Sidewalk width shall be increased to 2-4 m at schools, bus'stops and other high pedestrian areas. ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 Rev —MODIFIED_ — — S CONCRETE SIDEWALK S Date —MAR. 0PSD - 310.010 1.5m - Note 2 t Expansion joint material Finished rood �— Slope 2% to 4% surface mm ote 1 f Concrete R=5mm l R=5mm sidewalk s' •' ZORANULAR 'A' - 100mm Curb and gutter S as specified TYPICAL SECTION -•y� 5 11 :.:.:•'� :� Y EXDonsion ! s ° joint material Curb and gutter DUMMY JOINT _ 1.5m ' S 0.25 T Typ L Contraction joint Expansion ' 1'. � : •.�- : ...- �. v �° joints • •• �: ~ O CONTRACTION JOINT R=5mm ' Typ 5 Dummy joints Typ w :2 Contraction - e •�. f •: �' v Contraction f �' � . L joint -+ I-- 12mm expansion JOINT LAYOUT joint material EXPANSION JOINT NOTES: 1 Sidewalk thickness at residential driveways A All dimensions are in millimetres or and adjacent to curb shall be 125 mm. metres unless otherwise shown. At commercial and industrial driveways, the thickness shall be 150 mm. 2 Sidewalk width shall be increased to: — 1.8m when adjacent to curb on major roadways ' — 2.4m at schools, bus stops and other high pedestrian areas. ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 Rev CONCRETE SIDEWALK _ _ _ MooIFIEO ADJACENT TO S �a{@ _MAR., 1994 CURB AND GUTTER jops D — 310.020 ' Stop or yield Stop or yield street street ' Expansion joints 2.5m TYP Romp slopes (- ram F ,� 8� max 1.5m ---- TYP Typ ° 1.5m ° TYP p< O� Expansion joint ' _ Curb and gutter material , Typ Curb and gutter Through street i Through street UNSIGNALIZED INTERSECTIONS Back of sidewalk Expansion joint Directional lines Typ 7 71— Crosswalk Directional lines Typ ° 1. m apart and 1.55m long - min Typ Curb and gutter "------- �p .. 1.01.5—#-1.0 Gutter line °. ' RAMP ELEVATION Full i curb � D i V 7•G ' I Curb and gutter i I Finished road surface Expansion joint material SIGNALIZED INTERSECTIONS 2.5m Back of sidewalk ' Slope 8' max 57. desirable •• . __ • •. .c 150rnm min Curb and gutter Sidewalk ramp ' as specified TYPICAL RAMP SECTION NOTES: A Directional lines shall be 10x10mm made B All dimensions are in millimetres or with grooving tool having a 15mm radius. metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 1 Rev CONCRETE SIDEWALK RAMPS Date _ _ _ _ _ _ S AT INTERSECTIONS OPSD - 310.030 i li i i li i i i i i li i i i li i i i i 1 0 Driveway varies Driveway varies 11iilllj�IA B .E E E ,n C C D D ---w-0.5m min Boulevard Curb and gutter A 1,5m min -- Sidewalk depressed B Curb and gutter to match dropped curb for driveway entrance Sidewalk depressed FULLY DEPRESSED to match dropped curb for driveway entrance PARTIALLY DEPRESSED SIDEWALK AT DRIVEWAY ENTRANCE—PLAN Transition section Sidewalk Transition Dropped sidewalk Dropped sidewalk T E Side walk section 4 v , SIDEWALK WITHOUT BOULEVARD SIDEWALK WITH BOULEVARD SECTION C—C SECTION D—D Curb and gutter min 150mm I--Varies 4% 2% min 4% Note 1 a• Typ Varies SECTION B—B NOTES: SECTION A—A 1 At commercial and industrial ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 jRevj driveways the thickness shall be A All dimen ons are in millimetres SIDEWALK DRIVEWAY ENTRANCE -Dat t - - - - s or metres unless otherwise shown. e _ _ _ _ _ _ DETAILS OPSD -- 310.050 1 A E4.Om jmiln, Sin le Om Double ° Sidewalk 1 j i i o E n t r a n c e Boulevard > ff Curb and gutter r ccurbped Note 4 L_ in m A I � 0.3m min min �- PLAN -- 1 i Sidew lk 0.4 1 4 0AD ISOMETRIC VIEW 1 8' 3.0 3.0 r SW or SW and Blvd Note SAG SW Blvd p` 6y Note 3 1 Note 7 4y 4 Dropped curb Note � 9max / I 8� max ' CRES? 67., Note 2 49, Note 2 a ' N°te 2 SECTION A—A 1 NOTES: 1 Maximum upgrade shall be 10%. 2 Maximum downgrade shall be 8%. 3 Where boulevard width is less than 3.0m, a steeper boulevard slope is permissible. 4 Increase nearside taper to 0.8m min on 4 lane roads or wider. A All dimensions are in millimetres or metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1992 05 01 Rev URBAN RESIDENTIAL Date — _ — — _ — ENTRANCEF-oPSD- - - - - - - - - - - - - - WITH BOULEVARD — 351 .01 825 25--1 600 108 1 = 552 o a 19mm dia.rod 64 �_ ' 32� In fTT ----- -- -- - - - - ---- 44L- N M F-3; i° I I - - / -� / j// O 86 M / / / // / / M i CY M N fn -� `151 A� ; ; o l� I •• N N j `D—I 102 N - (D N cv 1+9 76 \ +9 N �-- O 102 51 6 '11+3' ' N LO p I f to 19 r_ a -32 8 LJ152-�70 � GRATE PLAN SECTION C-C R=838 R=4.57m a to mm FRAME PLAN SECTION B-B "' -178 2Ty)--i -- -- --25mm e (Typ) to 657— 17 623 17 R=25 mm R:25mm 102 Slot �h'-13mm (Typ) defoil SECTION D-D SECTION E-E below---� 1 -----� -} T 32 �I t0 -}—f- ) N TW M (D � N o �I' NOTE: -om ----- - -- ao- - - 43D r`� ----- - -' - - -- A All dimensions are in millimetres unless otherwise shown. f--105 615 SECTION A—A ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1987 03 31 Rev I \ , R=14.5mm CATCH BASIN , CAST IRON Date_--__ Lr) 29 � -- SLOT DETAIL FRAME & DISHED SQUARE GRAi!j0PSD -�'� --- 400 . 01 .��'• _ �.•��` ICI ICI IIII ICI I■I • .. lilt lilt IIII lilt IGI •. ; lilt lilt lit lul lilt lilt lit :I nl:. . typicol • lilt •�I it lilt liil lit lilt Ii1 lilt .I :I a ■I liu :I : i Iii y ■I ■I All 101 101 1111 I■I IN ICI I■I li: �I ul�lil�lil�l�l�liil■I!I�!I�li!�I� ii lilt 41 ICI I■I 101 1111 IN lot I■I 1 91 1 9I it !I �I ul it ii'. lilt ICI Iii I!! 1!. Ilk 0 lit lilt lilt lilt lilt IUI Iii lilt lilt lilt Iii it I:I�!.I�I.I�I:I�un�la�li:�la�l:! li it ICI i_t1 ICI lilt III ICI Ioll li lilt ,� ,� iil lilt lit lit tiil lilt at ICI (� Ii1 1:1�1.1�Ia�liil�lil�l�I�lil i■I •• '�� •� ICI ICI ICI IIII ICI I�1 ICI ul 141011111010101111111 Is, I■I IPA �'I. �� ilt ICI 1111 lilt lilt lilt ��I hilt I■I Iii F25 578 FAIN L'�:I�i ' Wit\ • / �``", • \ 1 • • • ■ , SQUARE FRAME OPSD T. i (♦A d2o5mm 26mmdio Polyethylene- 1 Note I Note i Aluminum R=16mm �I d �A a A ITypI .. 150 150 ' o 150 t�i h 14 20 C E .J o v a v LL - -20 -26 N AUXILIARY R=16mm(Typ) t° 77.5 30 2 1 I - (at points C) I 1 VIEWS ' B lJ SECTION B-B "< 141 l SECTION A-A I---290---{ �- 2I5---� PLAN 15 PLAN PointsC--� i-►B R=16 mm �20 R=2mm r�-20-1I-� v (SectionA-A) PLAN In F��i =16mm m HOLLOW CIRCULAR ALUMINUM -R=16mm �-~-) 22 - WITH -� R--0.5mm 20 20 SECTION A-A EXTRUDED SOLID SECTION B-B R=SOmm - POLYETHYLENE ENCASEMENT TYPE A RECTANGULAR SECTION TYPE B 210 45° SOLID RECTANGULAR ALUMINUM SIDE VIEW Polyethylene See form detoll Note 1 �-—229 230--{ labirinth plugs , —^{ -`--210 '} Polyethylene anchor I I_ I- ( ins u la t ing sleeve 18.5 mm 18.5m Dia Dla 15o o l 0� o 150 ai o ro o 150 20 mm AUXILIARY VIEWS Dia PLAN 18.5 20 PLAN 20 8 AUXILIARY -T VIEW-o t 25m PLAN ahole 5mm Formed EXTRUDED SOLID I I anchor lock 14 SIDE VIEW �32 --181 -- - - TYPE A CIRCULAR SECTION FORM DETAIL TYPE I B \ `r POLYETHYLENE (TYPE A a B ) ANCHOR LOCK ' —� EXTRUDED HOLLOW LABIRINTH PLUG SIDE VIEW 4 o CIRCULAR SECTION SOLID CIRCULAR ALUMINUM HOLLOW CIRCULAR ALUMINUM NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1987 03 31 1 Rev I Rung surface In concrete to be coated with Date asphalt paint. -- ---' A Ladder rungs to conform to the appropriate OPS Specifications. MANHOLE STEPS - ------------ B All dimensions are In millimetres unless otherwise shown. I OPSD- 405. 01 MM M M M M M m » M M M M MM M U U o Dropped curb at o W entrances 7 Typ // Thickness Thickness of sidewalk of sidewalk Finished 25 300 50 150 25 — 300 50 150 road surface o�� 'o �9. :.-' CD P-� �,.. o cv n �, o �y 0s y<c o v Z f j'. �= 25 �s 30 M �° o' N ° s _ i Ln a fJote 3 •',i `� r• •Note .3 ' _i f�-- 525 50 525 L 50 TANGENT Additional width where sidewalk is adjacent to curb Typ SUPERELEVATED NOTES: Flexible pavement shall be 5mm above the adjacent edge of gutter. 2 Where sidewalk is continuously adjacent, reduce the dropped curb at entrances to 75mm. 3 For slipforming procedure, a 5% batter is acceptable. A Treatment at entrances shall conform with OPSD-351.01 . LEGEND: B Outlet treatment shall conform with OPSD-610 Series. S — Rate of pavement superelevation in percent, 9a. C The length of transition from one curb type to another shall be 3.0m, except in conjunction with ONTARIO PROVINCIAL STANDARD DRAWING Date 11990 09 14 1 Rev guide rail, it shall conform to OPSD-900 Series. CONCRETE BARRIER CURB Date - - -- - - - D All dimensions are in millimetres unless otherwise shown. WITH STANDARD GUTTER - - - - - - - - - - - -- - - FOR FLEXIBLE PAVEMENT OPSD - 600.04 �- 3.8m Termination 150mm Curb and min gutter � I � � I 01�, Gutter line I i Ii ' PLAN --I 225 N END VIEW ------------ ELEVATION MOUNTABLE CURB AND GUTTER Curb and gutter 3.8m Termination 150mm min u I Gutter or > 0I�I 1 curb line � � IIi PLAN --1 Varies�-- N END VIEW ------------------------ ELEVATION BARRIER AND SEMI—MOUNTABLE CURB AND GUTTER N NOTES: 1 Slope to match existing shoulder. A This drawing is to be read in conjunction with OPSD-600 series curb and gutter drawings. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Date 1991 12 16 Re 71 2 METHOD OF TERMINATION Date _ — — _ — _ FOR CONCRETE CURB AND GUTTER OPSD - 608.01 Saw cut Y r+ Saw cut pavement Back of curb Standard Half pavement width --y{ curb and gutter i �--1 Pavement to course I Top of curb >° j See details p below 5 i ———————————— - Curb and gutter_— F_ D D Gutter line Pavement ___J ':.. `: base course Adjustment units 150 - Min of one Max of three s I I Edge of F— —{ pavement SECTION Y—Y t � 0 � �� X _ X 50 150 Y y 150 �12s ° v Gutter line Frame and grate ° e IOmm PLAN Pavement top course Saw cut Saw cut v ' Varies 5-15mm — BARRIER CURB SEMI—MOUNTABLE or MOUNTABLE ham— 300 300 CURB AND GUTTER o DETAILS 25 SECTION X—X %• Gutter line NOTES: v :Li 10mm A Hatched areas ® pavement base course to be hand placed in 50mm layers and compacted. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Date 1991 12 16 Rev 1 CONCRETE CURB AND GUTTER Date _ _ _ _ _ _ BARRIER V OUTLET - - - - - - - -C —' - - - - - - CURB AND GUTTER AT CATCH BASIN OPSD 1 0.01 r_ �r rr r■� rr rl rr r r r �r �r r r r r r a� r� _ 2—Siz• 15 ban 2—Size 15 bon of 1 SOmm i i of 1 SOmm 1 Sri• to bate A 2—SIZ. ib Dan >of 1SOmm , 250mmi=/Te*i: —— � of 1 SOmm I� i i A �IG A 1� PLAN Siz* 15 bar ' l� 2—Size 15 ban �3—SI:. 15 ban f 230--1 f-8851 x--230 at 65mm �� at 150mm ' Flat cap WWr PLAN 4 Taper con* Ciro steel: A — I ——— A c 250mm /m " T 1475mm DIG \ '\ 300 205 1+685-1 I f 125 1nominal t 25 TSI.. 15 ban PLAN SECTION A—A SECTION A—A TAPER CONE FIAT CAP Size 15 Dan Size 15 ban III IIII at 300mm at 300mm I VAA 126—�{ 1200mm Dla--�—�I �+—l 4S nominal 4T Ille.r Nctbn _ _A �, A --------------bent SIse 15 bar 1 O WWF Ciro stool: 3rd bar as shown E g (M.nel hlc PLAN 230mm=/m PLAN bee. opUond) 1200mm Dlo � '• II nominal 123 —.�{ �.. � 125 Is" slab I i' I WwF Ciro .t*.I: SECTION A—A 'III I j— —1------ 250mm=1m 1475mm DIG RISER SECTION 1200mm 1 O nomina -1 Ploa bent Size 15 bar every 3rd bar a. .h.wn T Size 15 ban — Size 13 bare See Note D SECTION A—A •a2nD.�y °C' g SECTION A—A at 300mm OC. MONOLITHIC BASE BASE SLAB vest' way Sse Nofe D NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 1991 06 15 Rev 1 A All reinforcing steel ,hall have 25mm cover. PRECAST CONCRETE MANHOLE Date 8 For manhole steps refer to OPSD-405.01. COMPONENTS C All dimensions are In millimetres unless 1200mm Dic - - - - - _ _ _ _ -M 0 D_ otherwise shown. D Provide IOOmm dia.drainage opening. DEPTH — 1 O.Om Max O[ SD � 701 .03 r . ' 3-Size 10 stirrups - WWF B at 300mm 185mm t/m, each way 2-Size 10 bars 2-Size 15 v) bars M �25 A 1 A 1 15� Mme-- 600--1 115 50mm overlap BEAM DETAIL PLAN *J B 1680 115 600 250 600 115 I'230') � 830 F1 i h o C f 1 ` i l O Note 1 + Note 1 250 `-Note 1 o Note 2 E o. -� u O ho O WWF 300mm 185mm 2/m, each way all sides a 150mm overlap -►-`*' / -'t' ' 150 Granular See Note E SECTION A—A SECTION B—B NOTES: 1 200mm dia knockout to accommodate subdrain. Knockout to be half wall thickness from the outside. 2 Outlet hole size 525mm dia, location as required. A All reinforcing steel shall have 25mm cover. B Granular backfill to be placed to a min thickness of 300mm all around. C Frame. grate and adjustment units shall be installed as per OPSD-700.02. D All dimensions are in millimetres unless otherwise shown. E Provide IOOmm dia. drainage opening in base. ONTARIO PROVINCIAL STANDARD DRAWING Date T,991 06 15 1 Rev 1 PRECAST CONCRETE Date _ - _ - - - TWIN INLET CATCH BASIN _ _ _ _ _ _ _ _ _ _MOD_ 600mm x 1450mm OPSD 705.01 r 150mm B r+ overlap A A wwt- LL 185mm 2/m, each way B PLAN 830� I 830 --y 115 600-�{ 115 115 � 600 115 I r Note 1-� + / r Note t Note 1 250 `r r 0 o \ z = r > 0 r o 0 E 185mm 2/m, 0 E Note 2 each way h ,°� °a te r � r - - • '. . � � ' Granular SECTION A—A See Note E SECTION B—B NOTES: ' 1 200mm dia knockout to accommodate B Granular backfill to be placed to a min subdrain. Knockout to be half wall thickness of 300mm all around. thickness from the outside. C Frame, grate and adjustment units shll 2 Outlet hole size 400mm dia, location be installed as per OPSD-700.01 . as required. D All dimensions are in millimetres unless A All reinforcing steel shall have 25mm otherwise shown. cover. E Provide IOOmm dia. drainage opening in base. ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 15 1 Rev 1 _ PRECAST CONCRETE Date CATCH BASIN - - - - - - - - - - MOD. J: 600mm x 600mm FOPSD - 705.02 Grating, A r+ see OPSD-403.01 A r* 9 Concrete recess A� Concrete recess Grating, type 1350mm � see OPSD-403.01 / \ q q o I Hold down �/� Hold down 1 I to ,I bolts to 1-280 / A I • ° Note 1 Note 1 ;.�� - —Note 1 I WWF 2 280 �A x150 I I 150 150 , t+600 150 Note 1 185mm m Note 1 �--- 1200 --'I 1 Note 1 each way +'� 150 g WWF 150 150 0150 1200 185mm 2/m I t 600 z E I I each way 1 r N I I o > 1 I I Note 2 I ° �: Note 2 I I o E �. I 'n N T ► I I N g Note 2 LO 1_ I (Note 2 I C `�150 t �: _T ---=-J �1 T.i .+:-i 150 Granular L_ _ —J A see Nate E SECTION A—A — �Granular A FRONT VIEW � See Note E TYPE A FRONT VIEW SECTION A—A SLOPE OF I ENSIONS TYPE B GRATING A B 2:1 675 50 3:1 645 65 SLOPE OF DIM NSION 1 5 75 GRATING B NOTES: 2:1 1365 55 1 200mm dia knockout to accommodate subdraln. Knockout to be half wall thickness from the outside. _4:1 ��6d �0 _6'.1..... '124b 2 Outlet hole size 400mm dia, location as required. 1 Z 0 60 A Where inlet is placed across ditch and is accessible to vehicular teaffic, 0 grating slope Is to be 6;1 or flatter. B All reinforcing steel shall have 25mm cover. C Granular backfill to be placed ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 15 Rev t to a min thickness of 300mm Date all around. PRECAST CONCRETE DITCH INLETS _ - MOD. D All dimensions are in millimetres _ _ _ _ _ — — — — _ — unless otherwise shown. 600mm x 1200mm [-QPSD - 705.03 E Provide IOOmm dia. drainage opening in base. 300mm min Co,.--- material 300mm min ^ T Clearance T see table Clearance see table O 0 N Q J O 'n Compacted Note 3 1 �+ 0.25 0 0 granulc- Unreinforced _� 0.259 matericm concrete (150mm —7) 9 grade rade Note 3 LNote 1 0.660 Bedding grade Note 2 CLASS A CLASS B CONCRETE CRADLE GRANULAR FOUNDATION Lf =2.8 Lf=1.9 Co material ' r150mm min 150mm min-� Clearance Clearance see table see table 0 ci 0 Compacted Bedding grade mraterial 0.5 D Note 2 Note 1 0.71 D Bedding grade Note 2 CLASS C-1 CLASS C-2 ' SHAPED BEDDING GRADE GRANULAR FOUNDATION Lf =1.5 Lf=1.5 NOTES: 1-s de idiameter Clearance LEGEND: 1 The min dimension shall be 0.150 mm mm Lf= Load factor or 150mm whichever is the greater 'SDo or less 300 D = Inside diameter except in an unyielding foundation the min dimension shall be 0.25D Over 900 500 or 300mm whichever is the lesser. _ 2 The pipe bed is to be carefully shaped ' to receive the bottom of the pipe. 3 In rock excavation provide a 50mm layer C Lf =The load factor used for calculation of compressible material between the of the bedding class. ' trench walls and concrete cradle. D Backfill according to OPSD-803.03 and A This standard to be applied in stable OPSD-803.04. conditions or after trench has been E All dimensions are in millimetres or brought to stable conditions. metres unless otherwise shown. B Where the trench is sheathed, the clearc-ice is the distance between the inside face of sheathing and the pipe. ONTARIO PROVINCIAL STANDARD DRAWING Date 1992 05 Oi 1 Rev 1 2 BEDDING FOR Date — — — — — — STORM SEWERS AND CULVERTS - - - - - - - - - - - - - - UP TO 1800mm Dia RIGID PIPE OPSD — 802.03 rr r�, rr r rs r� rI� M r AM M M M r r rr ar Ir it PIPE IN TRENCH PIPE IN EMBANKMENT Native earth or Profile grade zX granular backfill Profile grade Subgrade Subgrade 1� O Q Q Rock surface Earth or rock fill `'` • ' • . ' ; Native rock or OD granular backfill 0900 `I -- � •/ice—` —��. _ -7. I �--Note I 5 �i \\�S Pipe Note I IS- SEWER IN ROCK SEWER IN EARTH AND ROCK NOTES Backfill Sub rode I For Flexible Pipe according to OPSD-802.01, 802.021 1005.0 and 1102 .02. For Rigid Pipe, according to OPSD-802.03, LEGEND: 1005.01 and 1102.01. OD-Outside diameter A Protection against Heavy Construction D - Inside diameter Equipment according to OPSD- 808,01 . e - Depth to rock from top of profile grade. 8 Depth of backfill : f - Depth of frost treatment measured — — — I When e 5 depth of frost treatment then f=e. from profile grade. I I When e > depth of frost treatment then (To be specified in the contract). Pipe I f = depth of frost treatment. I C All dimensions are in millimetres or metres Note I unless otherwise shown . I I I I L-------I ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1989 05 01 1 Rev 2 SEWER IN EARTH BACK FI LL FOR SEWERS Date AND PRESSURIZED CONDUITS - - ---------- RIGID AND FLEXIBLE PIPE OPSD — 803. 04 ' PROPERTY LINE OF ROAD ALLOWANCE FINISHED SHOULDER GRADE �. BELL END a o WITH PLUG OR SHORT LENGTH OF A.C. OR V.C. ei COUPLING WITH OR PVC S 0 R 28 i PLUG E I MIN. GRADE 1 !� ' MAX. 10'K GRADE t` X E < SEE 2 NOTE 4 v A x 3• A i 22.3• BEND M PIPE COUPLING CONK. INVERT FULL LENGTH A.C. OR VC OR CONNECTION BRANCH PVC SDR 28 SEE NOTE 2— 'A' — MIN 75 mm, MAX 125 mm OBVERT TO OBVERT B' 'B'— MAX 300 mm OBVERT TO OBVERT CONNECTION INVERT SEWER MAIN SANITARY SEWER HOUSE CONNECTIONS 9.325 STUD AND NUT NOTES (2 REQUIRED) - I. N NEW SLWVIS10NS THE SANITARY SEWER AND WATER SERVICE CONNECTIONS ARE TO BE INSTALLED IN SEPARATE TRENCHES. IN USES WHERE THE SEPARATE TRENCH INSTALLATION IS `-CEMENT MORTAR NOT PRACTICAL,SANITARY SEWER AND WATER SERVICE CONNECTIONS MAY BE INSTALLED IN A COMMON TRENCH AS PER DETAIL 'A' _ 2. IN NEW SUBDIVISIONS ALL CONNECTIONS TO THE SEWERS ARE TO BE MADE WITH A FACTORY MANUFACTURED T'. FOR CONNECTIONS ------------ 19.050 0 HOLE TO EXISTING SANITARY SEWERS, OTHER THAN P.V.C. OR A.B.S. TRUSS 51.750 DEPTH PIPE,A SADDLE CONNECTION MAY BE WED. MORTAR-ON SADDLES 0 •..� TO BE.USED ON CONCRETE PIPE GREATER THAN 450 as DIAMETER. "TAMPIN" EXPANSION INSIDE CIRCUMFERENCE CONNECTIONS TO EXISTING_PVC SEWERS ARE TO BE MME WITH ANCHOR CUT NAp11p OF PIPE A FACTORY MANUFACTURED TEE. CONNECTIONS TO EXISTING A.B.S., TRUSS PIPE ARE TO BE MADE WITH A SOLVENT WELDED SADDLE. MORTAR-ON SADDLES FOR CONCRETE 46• STRAP ON SADDLE TO K USED ON SEWERS OTHER THAN P.V.C. OR TRUSS PIPE,WHEN LATERAL INTERSECTS SEWER PAIN AT AN MAINS OVER 450 mm DIAMETER ACUTE ANGLE. 4. THE SEWER CONNECTION SMALL BE LAID FROM THE MAIN TO 1.5 a BEYOND THE PROPERTY LINE IN NEW SUBDIVISIONS ONLY. SEE S-411. FOR WATER SERVICE CONNECTION DETAILS S. THE END OFALL SEWER PIPE MUST BE MACHINED.ALL CUTTING AND ' PIPE COUPLING MACHINING TO BE DONE BY CONTRACTOR. 22.5•BEND S. A COUPLING SHALL BE INSTALLED AT DEAD END AND SHALL BE PLUGGED USING A WATER TIGHT PLUG. T. DEFLECTIONS OF PIPE AT JOINTS IS NOT TO EXCEED 3• IJE 150 as MAX. DEFLECTION FOR A 5 a LENGTH OF 100 am A.C. OR V.C. OR ASBESTOS CEMENT PIPE PVC SON 26 75 as MAX DEFLECTION FOR 1.4 a LENTH OF SADDLE BRANCH VETRIFIED CLAY PIPE CEWER MAIN S PIPE COUPLING TO BE 'RING-TITS' OR EQUIVALENT. PVC TO BE BELL AND SPIGOT JOINT. 9. REFER TO 3TO. 5-504 FOR BEDDING REQUIREMENTS. FOR PVC SERVICE CONNECTIONS AND CLASS'B' BEDDING FOR AU: AND V.C. PIPE RT PER S SADDLES J 10. WHEN MORTAR-ON SADO.ES ARE WED,A MACHINE CUT OPENING IS TO BE MAUI N THE SAWTARY SEWER WITH A CORING MACHINE ' TOP VIEW FINISHED GRADE d•MIN.75,DEPTH OF BEDDING STAINLESS BELOW JHPE. STEEL NUT =oo Be-OUTSIDE DIAMETER ' AND WASHER RING SEAL ACCORDING TO =m Bd•MINIMUM WIDTH OF MANUFACTURERS MIN 600 TRENCH SPECIFICATION s Be+400 WITH MIN OF 900 OR Be+WIDTH STAINLESS STEEL z o T OF SNORING+400 STRAP SECTION 'A-A' SEWER SERVICE I X o WATER SERVICE e Be �« CAST- IRON SADDLE BRANCH FOR T-i SA - CONNECTION TO EXISTING MAINS OTHER DETAIL 'A' THAN RV.C. OR A.B.S. TRUSS PIPE. COMMON TRENCH DETAIL ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CHECKED R"".Me' 4 SANITARY SEWER HOUSE CONNECTIONS 1956 05 09. 1901 04 01 - (150 S 100 mm PIPE ) _ S-301 �+ ( PAVEMENT ELENT1p I U W Q = J > ZIQ ISO mm MAX. DEFLECTION FOR EVERY 40 m LENGTH Of PIPE---, E:'E o o •o 45• P.V.C. SWEEP BEND, S.D.R. 28 PVC PIPE S.D.R. 28 MIN 2%GRADE�� I SEE NOTE 4 BEDDING MAX X)%(TRADE LAS PER STD.DWG.S-304 x; X361 / i E. O UNDISTURBED GROUND 0I n � MIN. 75 ' FACTORY MANUFACTURED'T' BEDDING MATERIAL AS PER 5-401 OR 5-306 o R ,� 0 D r 600 MIN. SANITARY SEWER RISER CONNECTION - TYPE I IL PAVEMENT ELEVATION Z G J O J N J ISO mm MAX. DEFLECTION FOR EVERY 4-Om LENGTH OF PIPE a =x a Z g 0 7 r-22.3• P.V.C. SWEEP BEND, S.D.R. 28 ' E E o d C � � ~iL II II ,°o d rR 2%GRADE X q%GA 20' 35' .� SEE NOTE 4 P.V.C. PIPE,S.D.R. 28 ~— x, f BEDDING E. = AS PER STD.DWG.5-304 Oi O 45• P.V.C. SWEEP BEND, S.D.R. 28 UNDISTURBED GROUND MIN. 73 r - FACTORY MANUFACTURED 'T' o° BEDDING MATERIAL AS PER 5-401 OR 5-305 600 YIN. SANITARY SEWER RISER CONNECTION - TYPE 2 (1) LASER CONNECTIONS TO BE USED WHEN MAIN (4) IN NEW SUBDIVISIONS, THE SEWER CONNECTION SMALL ' SEWER DEPTH IS GREATER THAN 45 m. BE LAID FROM THE MAIN TO 1-5 m BEYOND THE PROPERTY LINE. FROM E PAVEMENT ELEVATION TO THE 09V.OF MAIN SEWER AND PLUGGED WITH WATERTIGHT PLUG. (2) RISER CONNECTION TYPE I TO BE USED WHEN (S) ALL CUTTING AND MACHINING TO BE DONE BY THE MALLS OF EXCAVATION ARE -35'-45' FROM CONTRACTOR VERTICAL (6) XWIK' COUPLING OR APPROVED EOUAL SHALL BE USED WHEN CONNECTION IS MADE TO AN EXISTING LATERAL. (3) RISER CONNECTION TYPE 2 TO BE USED *MEN WALLS OF EXCAVATION ARE 20'-3S' FROM VERTICAL. ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT cmrcKED �� SANITARY SEWER RISER CONNECTIONS 198s os os �OV''�i+ WE FOR RESIDENTIAL DEVELOPMENT "I0 °' 10 TYPE 1 812 S-30 2 (100 mm 8 150 mm PIPE) ROAD ALLOWANCE PRIVATE PROPERTY MAX 3 m SWING CAP SEE NOTE 2 BELL CLEANOUT it SEE DETAIL'A' I it I 1 I I 1 I i PLAN ' —RUBBER GASKET 162 I I 22 5 % RADIUS BENDS 100 mm PIPE -r �i 'Y' BRArCH a CONC. CRADLE GALVANIZED OR BRASS�I a PROFILE I SURFACE CLEANOUT DETAIL 'A' 1 i I —100 mm#PIPE ' NOTES I. ALL FITTINGS TO BE CROWLE CAST IRON OR EQUIVALENT. 2. WHEN THE CLEANOUT IS LOCATED IN A DRIVEWAY, A PLAN BRASS CAP IS REQUIRED. ' 3. CONCRETE CRADLE SHALL NOT BE USED FOR PVC PIPE I I 'PROFILE I I RUNNING CLEANOUT 1 ALL DIMENSIONS M MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CHECKED REVISION No A—C+E: GA'E .E 978 0 SANITARY SEWER CLEANOUTS 98 I Da S-303_ r r . ! MIN. 450 f NATIVE MATERIAL COMPACTED TO 95 % PROCTOR DENSITY SAND BACKFILL COMPACTED TO 987. PROCTOR DENSITY � o z 2 STANDARD DIMENSION RATIO ' NOT TO EXCEED $OR 28. 19 mm CRUSHER RUN LIMESTONE TO SPRINGLINE OF PIPE COMPACTED TO 98% PROCTOR DENSITY TO WALLS OF TRENCH. i ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CHECKED AEVI ON W. Z RIVED y BEDDING DETAIL FOR PLASTIC OATE 1984 05 24 :E SANITARY SEWER SERVICE CONNECTIONS S304, 9re 03 10 SAND BACKFILL COMPACTED TO 98% PROCTOR DENSITY TRENCH BOX SHALL NOT REACH BELOW THIS LEVEL { x ` 300 FILTER FABRIC (SEE NOTE 3) - "`� =-�,.er.'.. 19 mm CRUSHER RUN LIME STONE -COMPACTED TO 98% PROCTOR 19 mm CRUSHER RUN LIME STONE DENSITY. COMPACTED TO 987 PROCTOR O.D.+100 DENSITY 130 MIN CRUSHED CLEAR STONE FOUNDATION 0.0 + 600 MIN. II AS REQUIRED 0.0. + 600 MIN. DRY TRENCH WET TRENCH I NOTES L BEDDING MATERIALS SHALL BE FULLY EXTENDED TRENCH BOX SHALL NOT AND COMPACTED AGAINST TRENCH WALLS. REACH BELOW THIS LEVEL BEDDING MATERIALS SHALL BE PLACED IN I30 mm LAYERS.. 2 NO MECHANICAL COMPACTION EQUIPMENT SHALL 23sQD. 0.D. 2.51QQ BE USED ON TOP OF PIPE PRIOR TO PLACING A MINIMUM OF 300 mm COVER. 3 PIPE SHALL BE BEDDED TO PROPOSED LINE AND GRADE WITH UNIFORM AND CONTINUOUS SUPPORT FROM BEDDING. BLOCKING WITH ANY HARD OBJECT SHALL NOT BE USED TO SAND BACKFILL �, BRING THE PIPE TO GRADE. w r e " 300 COMPACTED TO may; ; ay 98 7 PROCTOR 4 CONCRETE SHALL NOT BE USED IN THE \ \ \ DENSITY EMBEDMENT ZONE. � � \ O� \ � \\\ \ O.D +100 S. FILTER FABRIC SHALL BE USED IF GROUND WATER ' 19 mm CRUSHER RUN \ TABLE IS ABOVE THE TRENCH BED OR IF GROUND LIME STONE COMPACTED HATER IS FLOWING INTO TRENCH THROUGH THE TO 987 PROCTOR DENSITY EMBEDMENT ZONE. CRUSHED CLEAR STONE 300 MIN ' FOUNDATION AS REQUIRED UNSTABLE TRENCH 1 ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CHECKO �. . � SEWER TRENCH BEDDING DETAIL OA 1986 05 09. 44j� o FOR PLASTIC PIPES WE 1981 06 17 CLASS P S-305 UP TO 375 n J wn I Bd ad ' SAND BACKFILL COM:ACTED -:.. TO 98% PROCTOR DENSITY 0.125 H WITH A MIN. OF 150 . 0.25 0 WITH A MIN. OF 100 PLAIN OR REINFORCED .. CONCRETE MIN,15 MPd DRY TRENCH 19 mn CRUSHER RUN 0.5 Bc LIMESTONE COMPACTED TO 99 % PROCTOR 0.25 Be d DENSITY. WET TRENCH d ' HL8 BLEND OF CRUSHED CLEAR STONE CONCRETE ARCH CLASS A CONCRETE CRADLE REINFORCED AS-1.0% Lf=48 REINFORCED As+0.4% Lf•3.4 PLAIN Lf•28 ' 84 � Bd 8 0.123 H WITH A —�MIN. OF 150 SAND 86CKnu COMPkCTED TO 98% PROCTOR DENSITY .. ' - DRY TRENCH 0.5 Be 19 mm CRUSHER RUN • LIMESTONE COMPACTED - 0.167 Be d TO 98%PROCTOR DENSITY _ —1d wET TRENCH HL 8 BLEND OF CRUSHED CLASS B CLEAR STONE CLASS C L, is Lf-L5 LEGEND Be •OUTSIDE NAMEfER B —+{ H • LL COVER ABOVE TOP OF PIPE INSIDE 0 •INSIDE DIAMETER •DEPTB H BEDDING OF BEDDING MATERIAL BELOW PIPE d=MINIMUM WIDTH OF TRENCH —�- •Bc•600 WITH A MINIMUM OF 900 OR •Be-WIDTH OF SHORING• 600 O Lf •LOAD FACTOR rn DEPTH OF BEDDING MATIAL BELOW PI P CLEAN DRY EARTH FREE D d(MIN) FROM LUMPS COMPACTED TO 9S'y. PROCTOR DENSITY 700 mm AND SMALLER TS 750 mm TO 1500 mm 100 ' 1700 — AND LARGER ISO CLASS D ' (FOR DUCTILE IRON WATERMAINS ONLY) ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT REVISION w ; DATE APPROVED 1964 03 24 Arl&-•- SEWER & WATERMAIN TRENCH BEDDING ;.ATE 1978 03 Kl S- 401 ' GRADE I N 1 � 8 JD JW Z mN ' Z w�g COMPACTED BEDDING AS SPECIFIED $ I MEN _N m Vin ' 84 Bc OUTSIDE DIAMETER Bd MINIMUM WIDTH OF 900 = Bc + 600 WITH MINIMUM OF 900 Bc + WIDTH OF SHORING + 600 d = DEPTH OF BEDDING MATERIAL BELOW PIPE H BACKFILL COVER ABOVE TOP OF PIPE r ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT REVISION NO.: < WATERMAIN AND WATER SERVICE DATE: 199311 DATE 978 03 10 ENCH DETAIL (TYPE 1 OR 2 SOIL ONL S'402 GRADE Z5 Z5 z � 1 0 x 1 600 d WATERMAIN O Z 0 0 N SEWER X 1 d Ifi � LEGEND Bc - OUTSIDE DIAMETER Bd = MINIMUM WIDTH OF. 900 mm = Bc + 600 mm WITH MINIMUM OF 900 mm Bc + WIDTH OF SHORING + 600 mm d DEPTH OF BEDDING MATERIAL BELOW PIPE H BACKFILL COVER ABOVE TOP OF PIPE H T 1. A COMMON TRENCH WILL ONLY BE PERMITTED IN THOSE AREAS WHERE IT IS ANTICIPATED THAT A SIGNIFICANT PORTION OF THE CONSTRUCTION WILL BE IN ROCK OR MUSKEG ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CH C E REVISION NO.: 4 A VE WATERMAIN AND SEWER COMMON DATE: 199311 DATE: 978 03 io TRENCH DETAIL (TYPE 1 OR 2 SOIL ONLY) S-403 X X .A A' k o, e � D '•a� Da d � n A X x x TEE 22.5 0. a 1125* BEND 45� BEND NOTES 7a ALL CONCRETE TO BE 20 MPa �� :p:'..e AT 28 DAYS. "C" I �o n °. .•a. o a 2. ALL CONCRETE TO BE AGAINST - 5 DI. a .o-:.G-a UNDISTURBED SOIL. E°.. - DO NOT USE FOR BLACKING WHERE \ s .a WATERMAIN TEST PRESSURE EXCEEDS o�. -.. 7 1035 kPa InE L e = + ,I ld.;.'. . D 4, MN. DIMENSIONS SHOWN ARE FOR LOOSE FINE SAND, MEDIUM COMPACT, MAX. ALLOWABLE BEARING CAPACITY OF 190 kPa S. BOND BREAKER TO BE USED BETWEEN CONCRETE AND FITTINGS. SECTION X-X 'E� 90' BEND MINIMUM DIMENSIONS TEE 90' BEND 45' BEND 22.5 B 11.25 BEND SIZE OF PIPE ",4 Y C. V V I V •E• V V •C• •cr •A• '8• V .D• 100 mm 150 75 375 75 375 75 225 150 75 375 T5 150 75 3T5 75 150 mm 225 75 450 75 450 75 300 225 75 450 75 150 75 450 75 200 mm 300 125 550 75 550 100 350 225 100 550 100 225 t00 550 100 250 mm 375 175 600 75 600 125 400 300 125 600 125 300 125 600 123 300 mm 525 225 750 75 750 150 450 375 150 750 150 375 150 750 150 400 mm 750 300 823 75 975 150 600 500 225 825 ISO 500 225 825 150 ' NOTE: JOINT RESTRAINERS AND GRANULAR THRUST BLOCKS SHAL_ BE 'jSED INS?EAD ' OF CONCRETE THRUST BLOCKS IN POOR SOIL CONDI T ONS ANC NnEN DIRECTED BY THE ENGINEER. ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED ' THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT 0 �J a E_ KVISION No 5 • E•c+�• T THRUST BLOCKING FOR WATERMAINS 0° 1989 08 08 ' —E 1978 03 10 TEES AND HORIZONTAL BENDS S-404 —CONCRETE BLOCK C. PLUG V "I , ` b v a 6 BOND BREAKER BOND BREAKER— `�—UNDISTURBED GROUND UNDISTURBED GROUND PLAN ELEVATION PERMANENT BLOCKING 100 mm TO 400 mm 0 WATERMAIN NGTES I. ALL CONCRETE TO BE 20 MPG AT 28 DAYS. ' 2. ALL CONCRETE TO BE AGAINST UNDISTURBED SOIL. 3. DO NOT USE FOR BLOCKING WHERE WATERMAIN TEST PRESSURE EXCEEDS 1035 kPa. 4. BOND BREAKER TO BE USED BETWEEN CONCRETE AND FITTINGS. 5. JOINT RESTRAINERS AND GRANULAR THRUST BLOCKS SHALL BE USED INSTEAD OF CONCRETE THRUST BLOCKS IN POOR SOIL CONDITIONS AND WHEN DIRECTED BY THE ENGINEER. ' MINIMUM DIMENSIONS SIZE OF PIPE 100 mm 150 mm 200 mm 250 mm j 300 mm 400 mm 300 I 450 600 750 I 900 1200 I , 300 450 600 750 900 1 1200 C. 450 450 600 750 900 '200 ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT K VISION No D&T 3 THRUST BLOCKING FOR WATERMAINS 1989 08 oe DATE 1576 03 a PLUGGED TEES, CROSSES AND DEAD ENDS S-405 WIDTH OF TRENCH TIMBER OR STEEL BEAM Of ADEQUATE 312E GROUND ELEVATION TEANGERSY n XN6ERS X EXISTING SEWER GRANULAR C I ai OR MATERMAIN 300 300 GRANULAR C j011 + DO NOT REMOVE _ HANGERS UNTIL 8ACKFILLINB z HLB BLEND CRUSHED OPERATIONS REACH O N paj0 LIMESTONE COMPACTED THIS POINT. i01N TO 98%PROCTOR R z zx DENSITY z< a c �3 id a CONCRETE SLAB m x600 MIN 210 IS MPa AT n DAYS O.D.+600+H 1�n Abhor + I I 1 I NEW SEWER OR WATERMAIN CLEARANCE GREATER THAN 1200 WIDTN OF TRENCH TIMBER OR STEEL BEAM OF ADEQUATE SIZE GROUND ELEVATION TEMPORARY HANGERS GRANULAR C +6 DO NOT REMOVE EXISTING SEWER HANGERS UNTIL OR WATERMAIM FILLING OPERATIONS REACH THIS POINT _ I c + O g N _�—HL8 BLEND CRUSHED CLEAR W< LIMESTONE COMPACTED _ TO 95% PROCTOR QIO DENSITY <W W< J yl �a o O.D.+600+X r 0 z + NEW SEWER OR WATERMAIM s SECTION LONGITUDINAL SECTION CLEARANCE NOT GREATER THAN 1200 ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE /REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT VISION No. SUPPORTS FOR WATERMAINS, AND SEWERS DAM 1983 04 19 DATE 1983 0419 CROSSING TRENCHES S'407 SOLID STEEL SLIDE TYPE OR FIBERPLAS EXTENSION STEM GRADE GRADE MWJMWAX� Wi N9 Fm 135 mm SLIDE TYPE !—VALVE BOX k COVER E� 00 N Z �O IRON CENTRE EXTENSION <W (AS REQUIRED) w 50 mm OPERATING NUT OPEN TO LEFT GUIDE PLATE EXTENSION STEM TO BE NON-RISINC STEM FASTENED TO OPERATING NUT WITH 2 SET SCREWS E MECHANICAL SEAT CAL JOINT WAIN \ GATE VALVE Iml ATERM AwwA C-509 / -T SLAND RING •r / WSXET I ;• 19 mm CRUSHE SOuO C014vn TE SLOCX RUN LIMESTONE 150 mT 150 '"'^ ' 300 '^'^ LO.D.� NOTES 1. VALVE BOX TO BE ADE0.A'ELY BRACED WHILE BACKFILUNG AND MUST REMAIN P.uw@ 2. VALVE BOX EXTENSION TO BE USED ONLY IF REQUIRED. 3. REFER TO SCHEDULE C OF STANDARD WATERMAIN SPECIFICATIONS FOR PLACEMENT Or MARKER STAKES. 4. VALVE TO BE COMPLETE.Y BACKFILLED WIN 19 mm CRUSHER RUN LIMESTONE 5. WHEN THE DEPTH Or THE OPERATING NUT IS GREATER THAN 20 m BELOW FINISrED GRADE AA EXTENSION STEM IS REOuIREO 6. VALVES INSTALLED ON PV: WATERYAM TO BE RESTRAINED ,i AS PER 5-430 AND S-433 - ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT C CK _ GATE �/� REVISION NO.: 9 100 mm AT�O' 30A0' /m mp ^ TF VALVE DATE: 1993 11 D 1991 �lllt A�1 D VALVE BOX S-40 8 rt HYDRANT i 0 I m o n z_ il` s FINISHED GRADE I I I o m rn z ADJUSTABLE VALVE BOX TO BE SET FLUSH WITH FINISHED GRADE I I BEDDING k BACKFILL AS SPECIFIED ON CONTRACT DWGS. 7. 4 I 2do I - 4 + + A• CONCRETE MIN 600 --�i CONCRETE THRUST BLOCK THRUST BLOCK 150 mm GATE VALVE AS PER S-405 WATERMAIN AS PER S-404 0.20 mm POLYETHYLENE BOND BREAKER TYP. 150 mm WATERMAIN ANCHOR TEE SOLID CONCRETE BLOCK 0.20 mm POLYETHYLENE CONCRETE BLOCK 300 mm x 200 mm x 200 mm BOND BREAKER TYP. 300 mm x 200 mm x 200 mm NOTE: 1. THRUST BLOCKS TO BE 20 MKa CONCRETE 2. DRAIN HOLES TO BE PLUGGED 3. HYDRANT EXTENSIONS TO BE INSTALLED AT BOTTOM OF BARREL 4. ANCHOR TEE, VALVE & HYDRANT TO BE COMPLETELY BACKFlLLED WITH 19 mm CRUSHER RUN UMESTONE WHEN USING CLASS 'r BEDDING 5. JOINT RESTRAINERS AND GRANULAR THRUST BLOCKS SHALL BE USED INSTEAD OF CONCRETE THRUST BLOCKS IN POOR SOIL CONDITIONS AND WHEN DIRECTED BY THE ENGINEER 6. WATERMAIN TRACER WIRE TO BE INSTALLED IN VALVE BOX AS PER STANDARD DRAWING S-425 7. IF HYDRANT REQUIRES ACCESS ACROSS DITCH, INSTALLATION MUST BE IN ACCORDANCE WITH STANDARD DRAWING S-428 ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT REVISION NO.: 9 HYDRANT ASSEMBLY WITH CONCRETE DATE: 199311 DATE: 1978 03 10 THRUST BLOCKS S-40 9 r VARIES -� FINISHED GRADE. —� I ' 1 FINISHED ROAD GRADE ROD I � ' 1 1 I o p �d j 0 w SERVICE BOX ECLIPSE PATTERN NC. 9---\ o o 2 Z CURB STOP : MUELLER ORISEAL COMPRESSION\ o z W JOINT NO. H-15209 OR AN APPROVED \ - z N EQUIVALENT. COPPER TO COPPER COUPLING • MUELLER a COMPRESSION JOINT NO H-15403 OR a AN APPROVED EQUIVALENT (TO BE USED WHERE REQUIRED). SERVICE GROUND CLAMP C/W ANODE WIRE CONNECTOR COPPER SERVICE PIPE CRIMP END OF PIPE. TYPE 'K' � t 500 150 3 5.4 kg ZINC ANODE 50 mm x 150 mm x 300 mm I CEDAR BLOCK PLACED NON-FERROUS ( ON UNDISTURBED GROUND WATERMAIN 2300 - CORPORATION MAIN STOP ' MUELLER COMPRESSION JOINT NO. H-15008 OR AN APPROVED EQUIVALENT AND BROAD BAND STAINLESS STEEL SERVICE SADDLE (CAMBRIDGE BRASS SERIES 304 OR AN APPROVED EQUIVALENT) NOTES:. 1. FOR CONNECTIONS LARGER THAN 25 mm. REFER TO THE REGIONAL MUNICIPALITY OF DURHAM FOR THEIR REQUIREMENTS FOR FITTINGS. 2. ALL MATERIALS TO BE SUPPLIED BY THE CONTRACTOR. 3. THE WATER CONNECTION SHALL BE LAID FROM THE MAIN TO 1500 mm BEYOND THE PROPERTY LINE. IN NEW SUBDIVISIONS ONLY. 4. HORIZONTAL GOOSE NECK TO BE USED WHEN COVER LESS THAN 1700 mm. 5. WATERMAIN TO BE TAPPED UNDER PRESSURE. 6. SERVICE GROUND CLAMP TO BE WRAPPED WITH 'SCOTCHFILL7 ELECTRICAL PUTTY OR APPROVED EQUAL. 7. ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE SERVICE AND AS DEEP AS THE BOTTOM OF THE SERVICE. ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CHECKED ///; , / LAYOUT OF PIPE AND FITTINGS FOR REVISION NO. 4 APPR ' 19 -mm AND 25 mm COPPER WATER DATE. DEC 1992 . r. DATE 1976 D3 10 SERVICE ON NON - FERROUS WM S- 414 x � m � 0 a m G1 O Z D r 3 °m Z �--SEWER TO BE SUPPORTED r D SEE DETAIL 5-407 rn n r VERTICAL O EXISTING BEND VARIABLE SOLID EXISTING Z WATERMAIN - NIPPLE SLEEVE — WATERMAIN Q N VERTICAL \ 0 TI � BEND O go.00. .. -. _ poo op. v:°o°'o v do°oo o.o ...� D oo.OP'0>7oaoo. °C OaO Gi Pp.° dp.P.P O •° 3 — oo:°• b. - -- '� VARIABLE •Oo•I VARIABLE '{ NIPPLE 0o NIPPLE 0 o O m Oo00o� 17777 CC�\�O_p7v�B VERTICAL Z j VERTICAL C� 10 :04 0 BEND BEND OP-O o Oo �b .Op Z OOOO O° oo :00 o j0 -COMPACTED GRANULAR BEDDING � o Z MECHANICAL JMNT,DUCTILE IRON dpO aQ RETAINER GLANDS TO BE USED O Op (� ON ALL FITTINGS ON D.I.WM. m FOR P.V.C.WM.REFER TO NOTE 2., NOTES: .� 1. SEE DETAIL S-417 FOR TYPICAL SECTION r UNDISTURBED GROUND Lit _ _ Vp OF MECHANICALLY RESTRAINED JOINTS. FOR DA WM c = COMPACTED GRANULAR BEDDING- 2. SEE DETAILS S-430 AND S-431 FOR METHOD OF RESTRAINING JOINTS ON PVC WM. m i MIN. LENGTH • O.D. OF SEWER+900 3. COMPACTED GRANULAR TO BE PLACED BETWEEN b ' - -- SEWER 9 WATERMAIN AS PER S-407. u 4 PROVIDE CATHODIC PROTECTION FOR FITTINGS AS PER STANDARD DRAWINGS. O _ t w Np � i A x o a u 3 N ° m ; 2 o . P, ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED Bd SAND BEDDING AND BACKFILL COMPACTED IN 100 mm LAYERS TO MIN. COMPACTION AS PER i TABLE. TRACER WIRE — :J` D COMPACTION COATED 7 STRAND, mm X PROCTOR 12 GUAGE TW75, X TWU75 OR RW90XLPE 150 98 WIRE RATED AT MINUS 40'C TAPED TO THE W.M. WITH 200 98 x FIBERGLASS TAPE : 300 HAND TAMPED P.V.C. PRESSURE PIPE — r STANDARD DIMENSION RATIO NOT TO EXCEED SDR 18. CLASS E 1 SAND BACKFILL COMPACTED TO 98 x PROCTOR DENSITY. 7__ TRACER WIRE — S COATED 7 STRAND, 12 GUAGE TW75, TWU75 OR RW90XLPE WARE LEGEND RATED AT MINUS 40'C TAPED TO THE W.M. WITH Bc- OUTSIDE DIAMETER FIBERGLASS TAPE. D NORMAL PIPE SIZE 19mm CRUSHER a�' 8d WIDTH OF TRENCH RUN LIMESTONE Bc + 600 mm WITH A MIN. COMPACTED TO 98 X ^ OF 900 mm OR PROCTOR DENSITY ° Bc + WIDTH OF SHORING ALL VALVES AND FITTINGS TO BE t GOO mm COMPLETELY BACKFILLED WITH 19mm CRUSHER RUN LIMESTONE CLASS F P.V.C. PRESSURE PIPE STANDARD DIMENSION RATIO NOT TO EXCEED SDR18 NOTES: 1.CLASS E BEDDING TO BE USED IN STABLE GROUNDS OR SOILS OTHER THAN SILTY CLAY. 2.CLASS F BED0I14G TO BE USED IN UNSTABLE GROUNDS OR SILTY CLAY. 3.TRACER WIRE MUST BE WRAPPED AROUND FITTINGS AND BROUGHT TO THE SURFACE AT EVERY VALVE BOX AND SECURED. 4.REFER TO SCHEDULE 'C' FOR P.V.C. WATERMAIN SPECIFICATIONS. 5.CONNECTORS USED FOR SPLICING TRACER WIRE SHALL BE WING NUT TYPE WITH NYLON SHELL AND NON—CORROSIVE 1 STEEL WIRE SPRING. ALL DIMENSIONS IN MILUMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNNCFAUTY OF DURHAM WORKS DEPARTMENT a+Ea011 CATS 1991 11 15 ""R°'E° P.V.C. W ATERMAIN TRENCH BEDDING as,s CA S-423 „>, SAWCUT SLOT IN VALVE BOX NOTE 1. TRACER WIRE - COATED. 7 STRAND, 12 GUAGE TW75, TWU75 OR RW90XLPE WIRE RATED AT MINUS 40' C. 2. TRACER WIRE TO BE INSTALLED OUTSIDE LOWER VALVE COX AND BROUGHT INTO UPPER SECTION, OF VALVE BOX AND LOOPED AT TOP. LOOP TO BE MIN. 450mm IN LENGTH. 3. CONNECTORS USED FOR SPLICING TRACER WIRE SHALL BE WING NUT TYPE. WITH NYLON SHELL AND NON-CORROSIVE STEEL WIRE SPRING. 4. TRACER WIRE TO BE INSTALLED IN ALL VALVE BOXES INCLUDING SECONDARY VALVES AT FIRE HYDRANTS. VALVE BOX AS PER S-408 IONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT • REVISION NO. 9 TRACER WIRE ARRANGEMENT AT °" >99I 11 15 UAiL ,a,�c,1i VALVE BOX FOR P.V.C. OR C.P.P. W.M. S-425 SERRATED SPLIT FIANCE 0 O OOH O PLAIN END PVC PIPE SERRATIONS O O DUAL SEAL GASKET O O - FLANGE J01NT UNI-FL ANGE SERIES 900 RESTRAINER OR APPROVED EQUIVALENT 100 mm TO 300 mm SERRATED SPLIT O SERRATED SPLIT CLAMPING RING CLAMPING RING T-BOLTS IRL O40 �dc 1 PVC PIPE --- - 1 GASKET 0 71/'4 MECHANICAL JOINT UNI-FLMGE SERIES 1300 RESTRAINER OR APPROVED FOIIIVAf FPIT 100 mm TO 400 mm SERRATED SPLIT C*RINGS THREADED RO 1. ALL BOLTS AND NUTS SHAI.1 BE CORE-TEN STEEL OR EOUIVALEN-2. REFER TO STANDARD DWG S-43* FOR LENGTH OF JOINTS TO BE RESTRAINED. 3. ONE 5.4kq ZINC ANODE IS TO BE INSTALLED ON EACH RESTRAINER. Ct 4. ANODE WIRE TO BE FASTENED TO BELL JOINT RESTRAINER WITH THERM TE WELD 5 O ALL THERMITE WELD ED BE COAT WITH CROYBONIDNT4T UNI—FLANGE SERIES 1350 PRIMER AND ROYSTON 'HANDY CA>r OR APPROVED EQUAL. RESTRAINER OR APPROVED -- A i 6. MINIMUM HORIZONTAL DISTANCE /� �+� FQUP FM BETWEEN ANODES 1.0 m. 100 mm TO 400 mm A— DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CM CK REVISION NO.: 4 '� RESTRAINED JOINT DETAIL ATE: 1993 11 DATE: 1982 OS 31 FOR P.V.C. PIPE 5-430 s �TRENCH WIDTH.{ P T�� RESTRAINED JOINT SEE I I , r 7 5-430 FOR DETAIL Y 19 mm CRUSHER RUN MIN. 300 LIMESTONE COMPACTED TO 98 R OF PROCTOR 0 D. DENSITY. _�_ o�•' T MIN. 300 "i 5 ' SECTION A-A HORIZONTAL DEFLECTION C E B ABLE T SFF RESTRAINED JOINT SEE 5-430 FOR DETAIL �7 r r • TRENCH BED " T�FF TRENCH BED c F l �f 7 SEE \I LE TRENC� H WID7� TRENCH N WIDTH 19 mm CRUSHER RUN 150 19 mm CRUSHER RUN LIMESTONE COMPACTED , T- pD LIMESTONE OFOMPACTED y•• MAN. TO 98 % OF PROCTOR p0 �_ PROCTOR DENSITY DENSITY 150 pp O.D. • �- CLEAR STONE FOUNDATIO, • AS REQUIRED SEE NOTE No 5 SECTION B-B SECTION C-C DOWNWARD THRUST VEnCAL DEFLECTION- UPWARD THRUST TABLE NO. 1 MINIMUM DIMENSION FOR GRANULAR THRUST BLOCKS F457 . PIPE DIAMETER 100 200 300 400 NOTES* 400 500 600 700 1. ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 400 500 600 700 RESTRAINING LENGTH 'L SHALL BE RESTRAINED ON EACH SIDE OF THE FITTING 450 550 650 750 2. REFER TO STANDARD DWG 5-430 FOR JOINT 9Q 600 700 1 850 950 RESTRAINING DETAIL. 3. GRANULAR THRUST BLOCKS SHALL BE FULLY TABLE N0. 2 EXTENDED AND COMPACTED AGAINST TRENCH WALLS 4. GRANULAR THRUST BLOCKS SHALL BE ENCLOSED MINIMUM RESTRAINING LENGTH (m) WITH FILTER FABRIC IF GROUND WATER TABLE IS ABOVE THE TRENCH BED OR IF GROUND WATER VERTICAL DEFLECTION HORIZONTAL IS SEEPING THROUGH TRENCH WALLS PP[ �yy/ny/JjD THRUST UPWARD THRUST DEFLECTION 5. IF THE BEARING CAPACITY OF TRENCH BED Ov RESISTING DOWNWARD THRUST IS LESS THAN (-M) 11 25 22.5' 45' 11-25 22.5 4S 11.25 22.5 45 90' 100 KN/m2. CLEAR STONE FOUNDATION SHAu BE PROVIDED AS DIRECTED BY THE ENGINEER 150 1 5 2.8 41 4.9 1 7.5 10.1 1.5 1 2.8 4.9 8.1 6. WHEN FITTINGS ARE PARTIALLY OR FULLY EXPOSED UNDER PRESSURE. ALL JOINTS MUST BE RESTRAINED 20C 2 G 37 6.3 6.3 9.6 13.11 2.0 1 3.7 6.3 10.5 7. ALL PIPE AND FITTING JOINTS SHALL BE RESTRAINED IN EARTH FILL APPLICATIONS 300 2 B 52 9.0 d8 13.4 18.3 2.8 g5.2 H_11.6 14.9 8. ALL FERROUS FITTINGS AND RESTRANNERS TO BE 40C 3 6 6 7 1 1.6 1 1 2 17 2 23.7 3.6 19.3 CATHODICALLY PROTECTED AS PER S-43B ALL DIMENSIONS IN MIUJMEIERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT JOINT RESTRAINING LENGTH DATE:01993 111 (IN COMBINATION WITH GRANULAR THRUST BLOCK) DATE: 0 1991 11 15 FOR P.V.C. PIPE 5-431 E HYDRANT I 0 e m FINISHED GRADE X N 1 I ADJUSTABLE VALVE BOX TO BE SET FLUSH WITN FINISHED GRADE 1 ' I A I 19 mm CRUSHER RUN LIMESTONE COMPACTED TO 95% PROCTOR DENSITY 150 mm 0 GATE VALVE MAX. WO MA%. 600 ISO mm F D.I. OR . P.V.C. WM. I pp Z 7n 70 �p C • e G0 •�•� MIN. 600 • 7n JOINTS TO BE MECHANICALLY RESTRAINED ANCHOR TEE BOND BREAKE REFER TO NOTE I FOR METHOD Of RESTRAINING JOINTS CONCRETE BLOCK BOND BREAKER 19 mm CRUSHER RUN CONCRETE BLOCK LIMESTONE COMPACTED 300 mm ■200 mm •200 mm TO 95% PROCTOR DENSITY NOTES 1. WHEN PV.C. WM. IS INSTALLED,JOINTS ARE TO BE RESTRAINED USING UNI-FLANGE SERIES 1300 RESTRAINER (OR APPROVED EQUAL) AS PER ... 5-430. WHEN D.I. WM.IS INSTALLED,JOINTS ARE TO BE RESTRAINED USING RETAINER GLANDS AS PER DWG. 5-417 2.CLASS D REDOING TO g[USED FOR D.1.VMTERMAINS (REFER TO DWG• S-4011. CLASS E OR F BEDDING TO BE USED FOR P.Y.C.WATERMAINS (REFER TO DWG. S-4231 3.HYDRANT DRAIN HOLES TO BE PLUGGED. &HYDRANT EXTENSIONS TO BE INSTALLED AT BOTTOM Of BARREL. S.ANCHOR TEE, VALVE III HYDRANT TO BE COMPLETELY BAC*ILLED WITH IBNMR CRUSHER RUN LIMESTONE. 6.WATERMAIN TRACER WIRE TO BE INSTALLED IN VALVE BOX AS PER STANDARD DRAWING S-425. ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED THE REGIONAL. MUNICIPALITY Of DURHAM WORKS DEPARTMENT CHECKED REVISION No. 3 HYDRANT ASSEMBLY WITH DATE 1989 08 08 MECHANICALLY RESTRAINED 'JOINTS S-432 1982-OS-31 � YA1YE GRANULAR THRUST BLOCK L L L MAX 19 mm CRUSHER RUN L Goo LIMESTONE COMPACTED TO 98 X PROCTOR DENSITY. 300 MECHANICAL JOINT CAP E O.D. z • tMAi:MIir'>�i iAM 300 UNDISTURBED GROUND RESTRAINED -+4150 JOINT PLAN VALVES AND DEAD ENDS ELEVATION ' TRENCH WIDTH ECHANICAL JOINT PLUG L �• • GRANULAR THRUST BLOCK 19 mm CRUSHER RUN . L LIMESTONE COMPACTED TO 98 X PROCTOR DENSITY. $ 300 n _ pa O.D. z Z W 300 ioz UNDISTURBED GROUND RESTRAINEDr JOIN I TRENCH WIDTH PLAN PLUGGED TEE ELEVATION TRENCH WIDTH u� L L • M", ^GRANULAR THRUST BLOCK Z 19 mm CRUSHER RUN • 300 p _ LIMESTONE COMPACTED TO 98 % PROCTOR DENSITY. a x it .D. U 2 MIN 150 ivi�'v:' 300 "* ---UNDISTURBED GROUND RESTRAINED T ~ TRENCH WIDTH PLAN PLUGGED CROSS ELEVATION NOTES: 1.ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 4 GRANUUP THRUST BLOCKS SHALL BE ENCLOSED WITH -L• MIN. RESTRAINING ESTRAINING LENGTH (L) SWILL BE RESTRAINED FROM FILTER FABRIC IF GROUND WATER TAB PIPE ZE LE IS ABM THE SIPS LENGTH TRA THE FIRST JOINT ON FITTING. TRENCH BED OR IF GROUND WATER IS SEEPING 2.REFER TO STANDARD DWG 5-430 FOR JOINT THROUGH TRENCH WALLS RESTRAINING DETAIL AND TYPE. 5.WHEN FITTINGS ARE PARTIALLY OR FULLY EXPOSED 100 i15.2 Y 3.CRANULAR THRUST BLOCKS SHALL BE FULLY EXTENDED UNDER PRESSURE. ALL JOINTS MUST BE RESTRAINED. 200 19.6 AND COMPACTED AGAINST TRENCH WALLS IF TRENCH 6'ALL PIPE AND FITTING JOINTS SHALL BE RESTRAINED WALL ARE SATURATED OR DISTURBED. SPECIAL DESIGN IN EARTH FILL APPLICATIONS DETAILS OF THRUST RESTRAINT SHALL BE PROVIDED BY 7 ALL FERROUS FITTINGS AND RESTRAINERS TO BE 300 27.7 THE ENGINEER FOR REVIEW BY THE REGION. CATHODfCALLY PROTECTED AS PER 5-438. 8.ALL FERROUS nrnNGS AND RESTRAINERS TV BE 400 36.3 CATHODICALLY PROTECTED AS PER S-438. ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REQONAL MUNICIPAUTY OF DURHAM WORKS DEPARTMENT ' REVISION NO.: 1 ' OR H�YDBLRAt BLOCK RUNOUTS,CVALLVaESS,, TEES DATE: 1993 11 DATE: 1991 11 15 AND DEAD ENDS S-433 I _ MASTIC MATERIAL (SEE NOTE 4) A SERVICE CONNECTOR (SEE NOTE 3; TRACER WIRE (SEE NOTE 1) iP.Y.C. OR C.P.P. WATERMAN 5.4 kg ZINC ANODE (SEE NOTE 2) A � II ELEVATION MASTIC MATERIAL (SEE NOTE 4) SERVICE CONNECTOR (SEE NOTE 3) TRACER WIRE (SEE NOTE 1) COATED COPPER WIRE P.V.C. OR C.P.P. WAIERMAIN 5.4 kg ZINC ANODE (SEE NOTE 2) --J-0.0 mm MINIMUM L1000 mm MIN. NOS. 1. TRACER WIRE TO BE COATED 7 STRAND, 12 GUAGE TW75, TWU75 OR RW90XLPE WIRE ' RATED AT MINUS 40 C. SECTION A-A 2. 5.4 kg ZINC ANODE TO BE SUPPLIED AND INSTALLED IN A MANNER APPROVED BY THE REGION FOR EVERY 1000 m OF TRACER WIRE INSTALLED, 3. SERVICE CONNECTOR TO BE A 'BURNDY SERVIT', TYPE K.S. MODEL KS20 COPPER OR APPROVED EQUAL. 4. CONNECTOR SPLICE TO BE WRAPPED WITH 'SCOTCH FILL ELECTRICAL PUTTY OR APPROVED EQUAL. ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CMECKED cis' CATHODIC PROTECTION FOR TRACER ' '"�°" "° �, °ATE: 691 1115 WIRES ON P.V.C. OR C.P.P. Im(m 01 W ATERMAINS S-43 5 A ' rR HYDRANT rL HYDRANT i i I I +— 4 I rt VALVE I I i I I I I I I I � 1 1000 mm MIN ,�THEAMITE WELDICApWELDI—'� 1 —BONDING CABLE . - (SEE NOTE 4) (SEE NOTE 4 B 5) rL WATERMAN Z,50 mnr PVC MATE4fMIN / A L `—ANCHOR TEE —S4 ty ZINC ANODE S.4 4 ZINC ANODE ' SECTION A—A —150"w'1 GATE VALVE ELEVATION NOTES I ANODE TO BE PLACED AT LEAST 10 m AWAY FROM THE FITTINGS 4 ALL THERMITE WELD CONNECTIONS TO BE COATED WITH'ROYBOND AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM 747'PRIMER AND ROYSTON'HANDY CAP'OR APPROVED EQUAL. DISTANCE BETWEEN ANODES TO BE 1.0 M. S BONDING CABLE TO BE No 6.SEVEN STRAND COATED COPPER 2- ALL FITTINGS TO BE COATED WITH NTUMINOUS SEALER ON SITE. WIRE,CADWELDED TO FITTINGS . 3. PROVIDE 0 20 mm POLYETHYLENE BOND BREAKER BETWEEN & WATEAIWN TRACER WIRE TO BE INSTALLED IN VALVE BOX CONCRETE AND FITTINGS, AS PER STD DRS. S-42S. IN R THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT APPROVIM CATHODIC PROTECTION FOR HYDRANT ASSEMBLY om Rm 031B ON NON-FERROUS PIPE SmA 190 05 21 � F""'A rt VALVE f � r r r r THERMITE WELD(CADW ELD)SEE NOTE r 1000 mm IN 51 kq ZINC ANODE 5 4 kg ZINC ANODE- A SECTION A-A �I CATHODIC PROTECTION FOR VALVES TYPICAL) r e THERMITE WELD (CADWELD) SEE NOTE r 1000 mm ' ' > MIN. ° CIO � D p A > t> > ► A -5.4 kq ZINC ANODE I SECTION B-B 54 kg ZINC ANODE r CATHODIC PROTECTION FOR FITTINGS ( TYPICAL) NOTES I. ANODE TO BE PLACED AT LEAST 1-0 T AWAY FROM THE FITTING 3. PROVIDE 0.20 mw POLYETHYLENE BOND BREAKER BETWEEN AND AS DEEP AS THE BOTTOM OF THE FITTING. MINIMUM CONCRETE AND FITTINGS. DISTANCE BETWEEN ANODES TO BE 1.0 m . 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH 2. ALL VALVES AND FITTINGS TO BE COATED WITH BITUMINOUS "ROYBOND 747' PRIMER AND ROYSTON 'MANGY CAP' OR SEALER PRIOR TO INSTALLATION ON SITE APPROVED EQUAL. r ILL DIMEMIONS IN MILLIMETERS EXCE►T WHERE VOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT CATHODIC PROTECTION FOR VALVES a FITTINGS DATE mo 03 -a DATE 19e5 os 23 ON NON-FERROUS PIPE S-4 3 8 LONGITUDINAL LAP JOINT TREATMENT FOR PROPOSED LANE WIOENINGS NOTE, VERTICAL FACE AND BOTTOM OF KEY TO BE PAINTED WITH BITUMINOUS EMULSION,AFTER SWEEPING ALL MILLINGS. 0.3 m WIDE KEY 0.3 m WIDE PROP. WIDENING KEY SURFACE COURSE 1 EXISTING ROAD ) ~ l T I ) AS ' 32mmDEPTH(min) -T T } SURFACE liftsP'ALT END TREATMENTS ' RECONSTRUCTION YEAR REQUIRES FINAL LIFT OF ASPHALT EXISTING 0.3 in WIDTH ROAD (min) NOTE, ALL VERTICAL FACES OF JOINTS TO BE PAINTED WITH BITUMINOUS 0.3 m WIDTH EXISTING ROAD EMULSION PRIOR TO PAVING (min ASPHALT RAMP ' WIDTH vAR,ES 75 mm DEPTH EXISTING ROAD - PROP. BINDER ASPHALT (2 Vitt.) LAP JOINTS 2Rm DIAGONAL TYPICAL END TREATMENT-FINAL OVERLAY ' CUT 600 mm WIDTH(min) 11 I � EXISTING _ EXISTING ROAD I I 1 ) NOTE ALL VERTICAL FACES OF JOINTS ROAD TO BE PAINTED WITH A BITUMINOUS TYPE COATING 600mmWI (min) 2.4 m DIAGONAL 2.4 m DIAGONAL CUT CUT ASPHALT RAMP REMOVED ' 32 mm DEPTH (min) EXISTING ROAD EXISTING BINDER ASPHALT (2 lifts) END TREATMENTS ASPHALT OVERLAY SECTIONS ' EXISTING _ — EXISTING NOTES 1.ALL VERTICAL FACES OF END ROAD JOINTS TO BE PAINTED WITH ROAD BITUMINOUS EMULSION PRIOR TO PAVING. 24 m DIAGONALJ 2 DIAGONAL CUTS TO BE MIN.OF CUT(min) 4 m DIAGONAL CUT 2.4 m,AS DIRECTED BY THE ENGINEER 2.4 m DIAGONAL CUT (min) (min) 32 mm DEPTH (mm) EXISTING T OAD ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT I PAVEMENT JOINT TREATMENT F 9" °' DATE 1986 04 08 - 501 ' o 4 2'x4"11 B' w (TOP 3' PAINTED BLAZE ORANGE) ASPHALT FINISHED PAVEMENT SURFACE GRADE CONC. CURB ��.1yie? _y 8 GUTTER ':i ASPHALT BINDER �I EXIST. ASPHALT COURSE E BINDER COURSE r-�o ' o _ SAND � 02m I-2°/o I-2% 0.2 SAND 1.0 m min. 3° TYPE II PVC PLUG(TYPICAL) TO ENO (OTY AS RE0.0) OF DUCT ZPLACE 2"X4"X6'MARKER AGAINST ENO OF DUCT PRIOR TO BACKFILL I 0.6 m DIRECT BURY french COMPACTED NATIVE BACKFILL 100% STANDARD PROCTOR DENSITY. CATv CATV AND/OR BELL DUCTS TO BE ' PLACED ON SAME PLANE AS HYDRO BUT MAY BE STACKED AS SHOWN HYDRO XBELL WHERE CUT WIDTH IS RESTRICTED. (OTY AS REO'O) ONTARIO HYDRO TYPICAL ROAD CROSSING INSTALLATION STANDARDS KALX M.O, OfArR , __ CNttilf PAy490 ti��t0 CL95 - 9 APR. , 1995T DwtG• SD - I i 1.0 CLEAN 5-8cm OIA. AGGREGATE , ' TOP Of DITCH CLEAN 5-8cm dA MAX• FLOW AGGREGATE SL OPE OIREMON •O M4} I.Om MAX. NON -WOVEN GEOTEXTILE I _ p�TCH TDP OF iB A C THE DISTANCE 'A' SHALL K SUCH THAT POINTS 'B' a X, ' ARE OF EQUAL ELEVATION. N.T.S. ROCK CHECK-DAMS FOR ROADSIDE DITCHES APRIL 1995 MUNICIPALITY OF CLARINGTON DETAIL T.S.H. PROJECT NO. 12- 10294 BASELINE ROAD RECONSTRUCTION SD - 2 BOWMANVILLE - CONTRACT CI-95- 9 rr r ar rr rr rr r■� r� rr rr rr �■IE r r rr it - rr ri it 300enm . RIP RAP s00 80 TO IOOrnm o TYP. .4 1 CLEAR STONE (TYP.) . 2 1 2 —"1 1 f" FLOW EXIST. CREEK BED SEDIMENT TRAP DETAIL scAu ,:s0 SEDIMENT TRAP DETAILS MUNICIPALITY OF CLARINGTON DETAIL BASELINE ROAD RECONSTRUCTION SD - 3 APR. 1995 - T.S.H. PROJECT NO. 12 - 10294 BOWMANVILLE - CONTRACT CL95-9 CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL95-9 BREAKDOWN SHEET w �w w r r�l r� r r r �r r �r r r r r �■ r rr LmNiSTAY0C TAANSoOATATIM.OPOTAIIq M0!1! 00 to W.P. No /Z —/oZ14 QUANTITIES - HOT MIX AND GRANULARS CONT. No CL95—9 EAAW ZIWR 6V Lj* EART4 00 AR�TK wum N oT ��T tt oT / L-xr.�+v. �« i i� $o�¢,�,� 'R' `$I M X M•x M 1 x Reference Description N•L;.4 N.L- 4- NL-3A 40MM OnT,n SOA�M ub-Totals Brou ht orward: 3 o Z-0 / 850 o50 2 Zoo t q o0 3 450 450 550 ►o -- — —�,sT,c.�►NCC 5 p iN C. '750 r75o Sub-Totals Carded Forward: t asp 4800 45 o SSo otals 3 700 2950 2 1 5 0 3 450 1 000 3 Unit ^'i3 /:7 3 4 Item No. Reference CHKD. 1 m APPR. P—, A IC, 1 m DATE AP V-, 19 9 S r r ' CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL95-9 OPS GENERAL CONDITIONS OF CONTRACT (August 1990) ONTARIO Ontario PROVINCIAL STANDARDS August 1990 GENERAL CONDRIONS OF CONTRACT MEA TABLE OF CONTENTS r Section Title Page Section Title Paw GC 1 INTERPRETATION 1 -GC 3.10 Subcontracting by the Contractor 11 GC1 .01 Captions .11 Changes in the Work, Extra r .02 Abbreviations Work, and Additional Work 12 .03 Gender and Singular References .04 Definitions GC 3.11.01 Changes in the Work .05 Substantial Performance 4 .02 Extra Work .06 Completion .03 Additional Work .07 Final Acceptance 5 .08 Interpretation of Certain Words GC 3.12 Notices .13 Use and Occupancy of the Work Prior to Substantial GC 2 CONTRACT DOCUMENTS 7 Performance .14 Claims, Negotiations GC 2.01 Reliance on Contract Disputes 13 Documents .02 Order of Precedence GC 3.14.01 Claims Procedure .02 Negotiations GC 3 ADMINISTRATION OF .03 Continuance of the Work THE CONTRACT 9 .04 Record Keeping .05 Disputes GC 3.01 Contract Administrator's .06 Payment Authority .07 Rights of Both Parties .02 Working Drawings 10 03 Right of the Contract GC 3.15 Engineering Arbitration 14 Administrator to Modify Methods and Equipment GC 3.15.01 The Conditions for .04 Emergency Situations Engineering Arbitration .05 Layout .02 Arbitration Procedure •06 Working Area .03 Form and Appointment of .07 Extension of Contract Arbitration Board Time 11 .04 Costs .08 Delays .05 The Award .09 Assignment of Contract .06 Hearing r r r i y i Section Tdie Page Section TWO P GC 4 OWNER'S RIGHTS AND GC 6.03.05.01 Property Insurance 20 RESPONSIBILITIES 15 .02 Boiler Insurance .03 Use and Occupancy of GC 4 .01 Working Area the Work Prior to .02 Disposal of Materials Completion 21 .03 Construction Affecting .04 Payment for Loss or Railway Property Damage .04 Default by the Contractor .05 Notification of Default GC 6.03.06 Contractors' Equipment ' .06 Contractor's Right to Insurance Correct a Default .07 Insurance Requirements .07 Owner's Right to Correct and Duration Default ' 08 Termination of GC 6.04 Bonding 22 Contractor's Right to Continue the Work GC 7 CONTRACTOR'S RESPONSI- .09 Final Payment to BIUIIES AND CONTROL ' Contractor 16 OF THE WORK 23 .10 Termination of the Contract GC 7.01 General .11 Continuation of .02 Layout Contractor's Obligations .03 Damage by Vehicles or .12 Use of Performance Bond Other Equipment 24 .04 Excess Loading of Motor GC 5 MATERIAL 17 Vehicles .05 Condition of the Working GC 5.01 Supply of Material Area .02 Quality of Material .06 Maintaining Roadways_and 03 Rejected Material Detours .04 Substitutions .07 Access to Properties .05 Owner Supplied Material Adjoining the Work and Interruption of Utility GC 5.05.01 Ordering of Excess Services 25 Material .08 Approvals and Permits .02 Care of Material 18 .09 Suspension of Work .10 Contractor's Right to GC 6 INSURANCE, PROTECTION Stop the Work or AND DAMAGE 19 Terminate the Contract .11 Notices by the Contractor 26 GC 6.01 Protection of Work, .12 Obstructions Persons and Property .13 Limitations of Operations .02 Indemnification .14 Cleaning Up Before 03 Contractor's Insurance Acceptance GC 6.03.01 General .15 Warranty 27 .02 General Liability Insurance 20 GC 8 MEASUREMENT AND 03 Automobile Liability PAYMENT 29 Insurance .04 Aircraft and Watercraft GC 8.01 Measurement Liability Insurance .05 Property and Boiler GC 8.01.01 Quantities Insurance .02 Variations in Tender Quantities ii i i Section Title Page Section Title Np GC 8.02 Payment 29 .10 Interest for Negotiations GC 8.02.01 Price for Work and Claims .02 Advance Payments for .11 Owner's Setoff 33 Material .12 Delay in Payment .03 Certification and Payment 30 GC 8.02.04 Payment on a Time and Material Basis GC 8.02.03.01 Progress Payment Certificate GC 8.02.04.01 Definitions .02 Certification of Sub- .02 . Daily Work Records 34 contract Completion .03 Payment for Work ' .03 Subcontract Statutory .04 Payment for Labour Holdback Release .05 Payment for Material Certificate and Payment .06 Payment for Equipment .04 Certification of Substantial Performance 31 GC 8.02.04.06.01 Working Time .05 Substantial Performance .02 Standby Time Payment and Statutory Holdback Release Payment GC 8.02.04.07 Payment for Hand Tools 35 Certificates .08 Payment for Work by .06 Certification of Subcontractors Completion 32 .09 Submission of Invoices .07 Completion Payment and Statutory Holdback GC 8.02.05 Final Acceptance Release Payment Certificate ' Certificates .06 Payment of Workers .08 Interest .07 Records .09 Interest for Late .08 Taxes and Duties 36 Payment .09 Liquidated Damages � r iii Ontario August 1990 Ontario Provincial 1 Standard MEA GENERAL CONDITIONS OF CONTRACT SECTION GC1 INTERPRETATION GC1.01 Captions GC1.04 Definitions The captions appearing in these general conditions For the purposes of this Contract the following have been inserted as a matter of convenience and for definitions apply: ease of reference only and in no way define, limit or enlarge the scope or meaning of the general conditions "Access Road" means a private road built or existing or any provision hereof. road used by the Contractor to gain access to the Work or to a source of material. GC1.02 Abbreviations 'Adjusted Plan Quantity" means a Plan Quantity which The abbreviations listed on the left below are has been adjusted for any or all of the following: a commonly found in the Contract Documents and mistake in calculation, approved addition, or an represent the organizations and phrases listed on the approved deletion. right: `Actual Measurement" means the field measurement of `AASHTO"i -American Association of that quantity within the approved limits of the Work. "AASHO" 1 State Highway Transportation Officials "ANSI" - American National Standards Institute "Additional Work" means work not provided for in the "APED" - Association of Professional Engineers Contract and not considered by the Contract Ontario Administrator to be essential to the satisfactory "ASTM" - American Society for Testing and completion of the Contract within its intended scope. Materials `AWG" - American Wire Gauge "Base' means a layer of material of specified type and 'AWWA" - American Water Works Association thickness placed immediately-below the pavement; "CESA" - Canadian Engineering Standards driving surface, finished grade, curb and gutter or Association sidewalk. "CGSB" - Canadian General Standards Board ' `GSA' - Canadian Standards Association 'CWB" - Canadian Welding Bureau "Change in the Work' means the deletion, extension, "GC" - General Conditions increase, decrease or alteration of lines, grades, 'OPS" - Ontario Provincial Standard dimensions,quantities,methods,drawings,changes in ' "OPSS" - Ontario Provincial Standard the character of the work to be done or materials of the Specification Work or part thereof,within the intended scope of the "OPSD" - Ontario Provincial Standard Drawing Contract. "MOE" - Ministry of the Environment (Ontario) `MTO'1 - Ministry of Transportation.(Ontario) "Change Order" means a written order to the "MTC'1 Contractor covering contingencies, Extra Work, "MUTCD" - Manual of Uniform Traffic Control increase or decrease in Contract quantities and Devices, published by MTO additions or alterations to the plans or specifications, "SAE" - Society of Automotive Engineers within the scope of the Contract and establishing the "SSPC" - Structural Steel Painting Council basis of payment and the time allowed for the "UL` - Underwriters Laboratories adjustment of the Contract Time. Means also, written "ULC" - Underwriters Laboratories Canada authorization covering Additional Work. GC1.03 Gender and Singular References "Completion Certificate' means the certificate issued by the Contract Administrator at completion. References to the masculine or singular throughout the Contract Documents shall be considered to include the 'Construction.Signs` mean all traffic control devices feminine and the plural and vice versa as the context and signs, including vehicles, trailers, and the like, requires. provided to support signs, and equipment to supply ' OPS General Conditions of Contract 2 1 sign lighting,but excluding Contract identification signs and description and quantities of material utilized. ' and highway number markers,all as may be described in the MUTCD. "Day" means a calendar day. "Constructor" means, for the purposes of, and within "Drawings"or"Plans" mean any Contract Drawings or the meaning of the Occupational Health and Safety Act, Contract Plans or any Working Drawings or Working R.S.O. 1980,-c. 321 and amendments thereto; the Plans; or any reproductions of drawings or plans Contractor who executes the Contract. pertaining to the Work. "Contract Administrator"means the person,partnership "Earth Grade' means the earth surface,whether in cut or corporation designated by the Owner to be the or fill, as prepared for the Base orSubbase: Owner's representative- for the purposes of the Contract. "Engineer" means a professional engineer licensed by the Association of Professional Engineers of Ontario to "Contract" means the undertaking by the Owner and practice in the Province of Ontario. the Contractor to perform their respective duties, responsibilities and obligations,-as.,prescribed,.in the "Equipment" means all machinery,and equipment used Contract Documents. for preparing, fabricating, conveying or erecting the Work and normally referred to as construction "Contract Documents" mean the executed Agreement machinery and equipment. between the Owner and the Contractor,the Tender,the General Conditions of Contract, the Supplemental "Estimate" means a calculation of the quantity or cost General Conditions of Contract, Standard of the Work or part of it depending on the context. Specifications,Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before "Extra Work" means work not provided for in the the execution of the Agreement,such other documents Contract-as awarded but considered by the Contract as may be listed in the Agreement and subsequent Administrator essential to the satisfactory completion of amendments to the Contract Documents made the Contract within its intended scope. pursuant to the provisions of the Agreement. "Final Acceptance Certificate" means the certificate "Contract Drawings" or "Contract Plans" mean issued by the Contract Administrator at Final drawings or plans provided by the Owner for the Work Acceptance. and without limiting the generality thereof may include soil profiles, foundation investigation reports, "Final Detailed Statement" means a complete reinforcing steel schedules, aggregate sources lists, evaluation prepared by the Contract Administrator quantity sheets,cross-sections and standard drawings. showing the quantities, unit prices and final dollar amounts of all items of work completed under the "Contractor" means the person, partnership or Contract,including variations in tender items and Extra corporation undertaking the Work as identified in the Work, and set out in the same general form as the Agreement. monthly estimates. "Contract Time" means the;,time.stipulated:in the "Final.Quantity" means that quantity used in the-Final Contract Documents for Substantial Performance of the Detailed Statement. Work, including any extension of Contract Time made pursuant to the Contract Documents. "Force Account" See Time and Material". "Controlling Operation" means any component of the "Grade" means the required elevation of work. Work,which,if delayed,will delay the completion of the Work. "Grade Line" means a reference line representing the Grade in profile or longitudinal section established for "Cost Plus" See'Time and Material". the control of work. "Cut-off Date" means the date up to which payment "Hand Tools' means toots that are commonly called will be made for work performed. tools or implements of the trade and Include small power tools. Individually a tool will be considered as "Daily Work Records" mean daily records kept a Hand Tool where the maximum cost Is$250. detailing the number and categories of workers and hours worked or on standby;types and quantities of "Haul Road" means any public road excluding the ) equipment and number of hours in use or on standby; road under contract, which forms part of a materials OPS General Conditions of Contrail t 3 haul route. 'Profile Grade' means the required elevation of the / surface of the Base. 'Highway'. means a common and public highway any part of which is Intended for or used by the general 'Quantity Sheet' means a list of the quantities of work public for the passage of vehicles and includes the to be done. area between the lateral property lines thereof. 'Rate(s) of Interest" means the rate(s) determined by "Inspector" means any person, partnership or the Treasurer of Ontario and issued by, and available corporation appointed by the Contract Administrator to from, the Owner. participate In the inspection of the Work and the Material to be used in the Work. "Records' mean any books, payrolls, accounts or other information which relate to the Work or any "Labour and Material Payment Bond" means the type Change in the Work or claims arising therefrom. of security furnished to the Owner to guarantee payment of prescribed debts of the Contractor covered *Road Allowance" means the lands acquired at any by the bond. time for use as a Highway. "Lump Sum Item" means.a.tender item.indicating a "Roadbed" means that. part of -the Work which is portion of the Work for which.payment will be made at designed to support the wearing surface and shoulders a single tendered price. Payment is not based on a of the Roadway. ' measured quantity, although a quantity may be given in the Contract Documents. "Roadway" means that part of the Highway designed or intended for use by vehicular traffic and includes the shoulders. ' "Major Item" means any tender item that has a value, calculated on the basis of its actual or estimated tender "Rock Grade" means the rock surface, whether in cut quantity whichever is the larger,multiplied by its tender or fill, which has been prepared for the Base or unit price, which is equal to or greater than the lesser Subbase. ' of "Shoulder' means that portion of the Roadway a) $100,000, or between the edge of the wearing surface and the top b) 5% of the total tender value calculated on the inside edge of the ditch or fill slope. basis of the total of all the estimated tender "Special Provisions" mean special directions quantities and the tender unit prices. containing requirements peculiar to the Work. "Standard Specification" means a standard practice "Material" means material, machinery, equipment and required and stipulated by the Owner for performance fixtures forming part of the Work. of the work. ' "Owner" means the party to the Contract for whom the "Subbase" means a layer of material of specified type Work is being performed, as identified in the and thickness between the Subgrade and the Base. Agreement, and includes,with the same meaning and import, "Authority". "Subcontractor" means a person, partnership or corporation undertaking the execution of a part of the "Pavement" means a wearing course or courses Work by virtue of an agreement with the Contractor. placed on the Roadway and consisting of asphaltic concrete, hydraulic cement concrete, or plant or road "Subgrade' means the Earth Grade or Rock Grade. mixed mulch. "Substructure" means all of that part of a structure •Performance Bond" means the type of security below: the bearings of single and continuous spans, furnished to the Owner to guarantee completion of the skewbacks of arches and tops-of footings of rigid Work in accordance with the Contract and to the extent frames, including backwalls, wingwalls and wing provided in the bond, protection railings. "Plan Quantity" means that quantity as computed from within the boundary lines of the Work as shown in the "Superintendent" means the Contractor's authorized Contract Documents. representative in responsible charge of the Work. OPS General Conditions of Contract 1 4 1 "Superstructure" means all that part of a structure (i) non-delivery of Owner supplied materials, above: the bearing seat of single and continuous spans, skewbacks of arches and tops of footings of (ii) any cause beyond the reasonable control rigid frames, excluding backwalls,wingwalis and wing of the Contractor which can be protection railings, substantiated by the Contractor to the satisfaction of the Contract Administrator. *Surety" means the person,partnership or corporation, other than the Contractor, executing a bond provided "Working Drawings' or 'Working Plans' means any by the Contractor. Drawings or Plans prepared by the Contractor for the execution of the Work and may, without limiting the 'Time and Material" means costs calculated according- generality thereof, include falsework plans, roadway to clause GC8.02.04, Payment on a Time and Material protection plans, shop drawings, shop plans or Basis. Where 'Cost Plus" and "Force Account" are erection diagrams. used they shall have the same meaning. GC1.05 Substantial Performance "Utility" means a facility maintained by a municipality, public utility authority or regulated authority and 01) The Work is substantially performed, includes sanitary sewer, storm sewer, water, electric, gas, steam, telephone and cable television services. (a) when the Work to be performed under the ' Contract or a substantial part thereof is ready "Warranty Period" means the period of 12 months from for use or is being used for the purpose the date of substantial performance or such longer intended; and period as may be specified for certain materials or work. Where a date of substantial performance is not (b) when the Work to be performed under the established, the warranty period shall commence on Contract is capable of completion or, where the date of completion. there is a known defect, correction, at a cost of not more than "Work" means the total construction and related services required by the Contract Documents. () 3% of the first $500,000 of the contract price, "Working Area" means all the lands and easements owned or acquired by the Owner for the construction (i) 2% of the next $500,000 of the contract of the Work. price, and "Working Day" means any Day (iii) 1%of the balance of the contract price. (a) except Saturdays, Sundays and statutory 02) For the purposes of this Contract where the holidays; Work or a substantial part thereof is ready for use or is being used for the purposes intended and the (b) except a Day as determined by the Contract remainder of the Work cannot be completed Administrator, on which the Contractor is expeditiously for reasons beyond the control of the prevented by inclement weather or conditions Contractor or, where the Owner,and the Contractor resulting immediatelytherefrom,from proceeding agree not to complete the Work expeditiously,the price with a Controlling Operation. For the purposes of the services or materials remaining to be supplied of this definition,this will be a Day during which and required to complete the Work shall be deducted the Contractor cannot proceed with at least 60% from the contract price in determining substantial of the normal latiour and equipment force performance. effectively engaged on the Controlling Operation for at least 5 hours; GC1.06 Completion ' (c) except a Day on which the Contractor is 01) The Work shall be deemed to be completed prevented from proceeding with the Controlling and services or materials shall be deemed to be last Operation, as determined by the Contract supplied to the Work when the price of completion, Administrator by reason of: correction of a known defect or last supply is not more than the lesser of () any breach of Contract or prevention by the Owner,by any other Contractor of the (a) 1%of the contract price; or Owner or by any employee of any one of ` them, (b) $1,000. J OPS General Conditions of Contract t 5 GC1.07 Final Acceptance GC1.08 Interpretation.of Certain Words 01) Thewords"acceptable','approvar,*authorized", 01) Final Acceptance shall be deemed to occur "considered necessary", 'directed", "required", when the Contract Administrator is satisfied that,to the "satisfactory', or words of Ike import, shall mean best of the Contract Administrator's knowledge at that approval of, directed, required, considered necessary time,the Contractor has rectified all imperfect work and or authorized by and acceptable or satisfactory to the has discharged all of the Contractor's obligations under Contract Administrator unless the context clearly the Contract indicates otherwise. V r i OPS General Conditions of Contract t � 6 j t r r OPS General Conditions of Contract C SECTION GC2 CONTRACT DOCUMENTS August 1990 GCP.01 Reliance on Contract () Working Drawings Docurents Later dates shall govern within each of the above 01) The Owner warrants that the information categories of documents, furnished in the Contract Documents can be relied upon with the following limitations or exceptions: 02) In the event of any conflict among or inconsistency in the information shown on Drawings, (a) The location of all mainline underground utilities the following rules shall apply: which will affect the Work will be shown to a ' tolerance of (a) Dimensions shown in figures on a Drawing 1 m horizontal and shall govern where they differ from dimensions 0.3 m vertical; scaled from the same Drawing; ' (b) The Owner does,-not warrant-interpretations of (b) Drawings.of--larger.scale-shall -govern over data or opinions expressed in-any, those of smaller scale; report available for the perusal of the Contractor and excluded from the Contract Documents;and (c) Detailed Drawings shall govern over general Drawings; and (c) other information specifically excluded from this warranty. (d) Drawings of a later date shall govern over those of an earlier date in the same series. GC202 Order of Precedence 03) In the event of any conflict in the contents of 01) In the event of any inconsistency or conflict in Standard Specifications the following order of the contents of the following documents, such precedence shall govern: documents shall take precedence and govern in the following order: (a) Ontario Provincial Standard Specifications;then V (a) Agreement (b) other standard specifications, such as those (b) Addenda produced by CSA, CGSB, ASTM and ANSI, (c) Special Provisions and referenced in the Ontario Provincial (d) Contract Drawings Standard Specifications. (e) Standard Specifications (f) Tender 04) The Contract Documents are complementary, (g) Supplemental General Conditions and what is required by any one shall be as binding as (h) General Conditions if required by ail. OPS General Conditions of Contract i 1 8 1 1 r 1 r r r r � r r r r r r r . OPS General Conditions of Contract 9 SECTION GC3 ADMINISTRATION OF THE CONTRACT August 1990 ' GC3.01 Contract Administrator's 09) The Contract Administrator will be, in the first Authority instance,the interpreter of the Contract Documents and the judge of the performance thereunder by both 01) The Contract Administrator will be the Owner's parties to the Contract.Interpretations and decisions of representative during construction and until the the Contract Administrator shall be consistent with the issuance of the Completion CertAcate,or theassuance- - intent of the Contract Documents and in making these of the Final Acceptance Certificate whichever is later. decisions the Contract Administrator will not show ' All instructions to the Contractor including instructions partiality to either party. from the Owner will be issued by the Contract Administrator. The Contract Administrator will have the 10) The Contract Administrator will have the ' authority to act on behalf of the Owner only to the authority to reject work or Material which does not extent provided in the Contract Documents. conform to the Contract Documents. 02) All claims,disputes and other matters-in question 11) Defective work, whether the result of poor ' relating to the performance and the qualityof the Work workmanship, use of defec ive-material,,tor damage or the interpretation of the Contract Documents shall be through carelessness or"other act or omission of the initially referred to the Contract Administrator in writing Contractor and whether incorporated in the Work or by the Contractor. The Contract Administrator will give not, which has been rejected by the Contract ' a decision in writing within a reasonable time. Administrator as failing to conform to the Contract Documents shall be removed promptly from the Work 03) The Contract Administrator will inspect the Work by the Contractor and replaced or re-executed for its conformity with the plans and specifications,and promptly in accordance with the Contract Documents to record the necessary data to establish payment at no additional cost to the Owner. quantities under the schedule of tender quantities and unit prices or to make an assessment of the value of_ 12) Any part of the Work destroyed or damaged by ' the work completed in the case of a lump sum price such removals, replacements or re-executions shall be contract. made good, promptly, at no additional cost to the Owner. 04) The Contract Administrator will determine the amounts owing to the Contractor under the Contract and will issue certificates for payment in such amounts 13) If, in the opinion of the Contract Administrator, as provided for in Section GC8, Measurement and it is not expedient to correct defective work or work not ' Payment. performed in accordance with the Contract Documents, the Owner may deduct from monies otherwise due to 05) The Contract Administrator will with reasonable the Contractor the difference in value between the work promptness review and take appropriate action upon as performed and that called for by the Contract ' the Contractor's submissions such as shop drawings, Documents,the amount of which will be determined in product data, and samples in accordance with the the first instance by the Contract Administrator. Contract Documents. 14) Notwithstanding any inspections made by the 06) The Contract Administrator will investigate all Contract Administrator -or the issuance of any allegations of a change in the character of the Work certificates or the making of any payment by the made by the Contractor and issue appropriate Owner, the failure of the Contract Administrator to instructions. reject any defective work or Material shalt not constitute 07) The Contract Administrator will prepare Change acceptance of defective work or Material. Orders for the Contractor's signature and the Owner's ' approval. 15) The Contract Administrator will have the authority to temporarily suspend the Work for such 08) Upon written application by the Contractor, the reasonable time as may be necessary to facilitate the Contract Administrator and the Contractor will jointly checking of any portion of the Contractor's ' conduct an inspection of the Work to establish the date construction layout or the inspection of any portion of of substantial performance of the Work and/or the date the Work. There shalt not be any extra compensation of Completion of the Work. for this suspension of work. ' OPS General Conditions of Contract 10 r GC 3.02 Working Drawings make alterations in the method. Equipment or work ' force at any time the Contract Administrator considers 01) The Contractor shall arrange for the preparation the Contractor's actions to be unsafe,or damaging to of clearly identified and dated Working Drawings as either the Work or existing facilities or the environment. called for by the Contract Documents. The Contractor shall after the sequence of operations 02) The Contractor shall submit Working Drawings on the Contract, when requested in writing, so as to to the Contract Administrator with reasonable avoid interference with other work. ' promptness and In orderly sequence so as to not cause delay in the Work. If either the Contractor or the 02) Notwithstanding the foregoing, the Contractor Contract Administrator so-requests they shalt jointly - -shall ensure that all necessary safety precautions and - prepare a schedule fixing the dates for submission and protection are maintained throughout the Work. ' return of Working Drawings. Working Drawings shall be submitted in the form of prints. At the time of GC3.04 Emergency Situations submission the Contractor shall notify the Contract Administrator in writing.of any deviations from the 01) The Contract Administrator has the -right to ' Contract requirements_.that exist in the: ,Working determine the existence of an emergency situation,and Drawings. when such an emergency situation is deemed to exist, the Contract Administrator may instruct the Contractor 03) The Contract Administrator will review and return to take action to remedy the situation. If the Contractor Working Drawings in accordance with an agreed upon does not take timely action, or if the Contractor is not schedule,or otherwise,with reasonable promptness so available,the Contract Administrator may direct others as not to cause delay. to remedy the situation. ' 04) The Contract Administrator's review will be to 02) If the emergency situation was the fault of the check for conformity to the design concept and for Contractor, the remedial work shall be done at the general arrangement only and such review shall not Contractors expense. If the emergency situation was relieve the Contractor of responsibility for errors or not the fault of the Contractor, the Owner will pay for omissions in the Working Drawings or of responsibility the remedial work. for meeting all requirements of the Contract Documents J unless a deviation on the Working Drawings has been GC3.05 Layout approved in writing by the Contract Administrator. 01) The Contract Administrator ' will provide 05) The Contractor shall make any changes in baselines and benchmarks for the general location, ' Working Drawings which the Contract Administrator alignment and elevation of the Work. The Owner will may require consistent with the Contract Documents be responsible only for the correctness of the and resubmit unless otherwise directed by the Contract information provided by the Contract Administrator. ' Administrator. When resubmitting,the Contractor shall notify the Contract Administrator in writing of any revisions other than those requested by the Contract GC3.06 Working Area Administrator. 01) The Contractor's sheds, site offices, toilets, 06) Work related to the Working Drawings shall not other temporary structures and storage areas for proceed until the Working Drawings have been signed material and equipment shall be grouped in a compact and dated by the Contract Administrator and marked manner and maintained in a neat and orderly condition with the words "Reviewed. Permission to construct at all times. granted". 02) The Contractor shall confine his construction 07) The Contractor shall keep one set of the operations to the Working Area Should the Contractor ' reviewed Working Drawings, marked as above, at the require more space than that shown on the Contract site at all times. Drawings,the Contractor shall obtain such space at no additional cost to the Owner. ' GC3.03 Right of the Contract Administrator to Modify.Methods 03) The Contractor shall not enter upon or"occupy and Equiprnertt any private property for any purpose, unless the Contractor has received prior written permission from 01) The Contractor shall,when requested in writing, the property owner. OPS General Conditions of Contract 11 'C GC3.07 Extension of Contra funs weather, the Contractor shall, with the Contractor's application,submit evidence from Environment Canada ' 01) An application for an extension of Contract Time in support of such application. Extension of Contract shall be made in writing by the Contractor to the Time wig be granted in accordance with subsection Contract Administrator as soon as the need for such GC3.07, Extension of Contract Time. extension becomes evident and at least 15 days prior ' to the expiration of the Contract Time. The application 02) If the Work is delayed by labour disputes, for an extension of Contract Time shall enumerate the strikes or lock-outs - including lock-outs decreed or reasons, and state the lengft of extension required.- recommended to its members by a recognized contractor's association, of which the Contractor Is a ' 02) Circumstances suitable for consideration include member or to which the Contractor Is otherwise bound 'the following: -which are beyond the Contractor's control, then the Contract Time shall be extended in accordance with (a) Delays; See subsection GC3.08. subsection GC3.07,Extension of Contract Time. In no (b) Changes in the Work; See clause GC3.11.01. case shall the extension of Contract Time be less than (c) Extra Work; See clause GC3.11.02. the time lost as the result of the event causing the (d) Additional Work; See clause GC3.11.03. delay, unless a shorter extension is agreed to by the Contractor. The Contractor shall not be entitled to 03) The Contract Administrator will,in considering an payment for costs incurred as the result of such delays application for an extension to the Contract Time, take unless such delays are the result of actions of the into account whether the delays,Changes in the Work, Owner. ' Extra Work or Additional Work involve a Controlling Operation. GC3 09 Assignment of Contract 04) The Contract Time shall be extended for such 01) The Contractor shall not assign the Contract, additional time as may be recommended by the either in whole or in part,without the written consent of Contract Administrator and deemed fair and reasonable the Owner. by the Owner. 05) The terms and conditions of the Contract shall GC3.10 Subcontracting by the continue for such extension of Contract Time. Contractor Ga•08 Delays 01) The Contractor may subcontract any part of the Work, subject to these General Conditions and any 01) If the Contractor is delayed in the performance limitations established by the Owner. of the Work by 02) The Contractor shall notify the Contract (a) war, blockades, and civil commotions, errors in Administrator,in writing,of the intention to subcontract. the Contract Documents; an act or omission of Such notification shall identify the part of the Work,and the Owner, Contract Administrator, other the Subcontractor with whom it is intended. '. contractors,or anyone employed or engaged by them directly or indirectly, contrary to the 03) The Contract Administrator will, within 10 days provisions of the Contract.Documents; or of receipt of such notification,-accept-or reject the ' intended Subcontractor. The rejection will be in writing (b) a stop work order issued by a court or public and will include the reasons for the rejection. authority, provided that such order was not ' issued as the result of an act or omission of the 04) The Contractor shall not, without the written Contractor or anyone employed or engaged by consent of the Owner, change a Subcontractor who the Contractor directly or indirectly; or has been engaged in accordance with this General Condition. (c) the Contract Administrator giving notice under i subsection GC7.09, Suspension of Work; or 05) The Contractor shall preserve and protect the rights of the parties under the Contract with respect to (d) abnormal inclement weather; the work to be performed under subcontract and shall then the Contractor shall be reimbursed by the Owner (a) enter into agreements `with the' intended for reasonable costs incurred by the Contractor as the Subcontractors to require them to perform their 'l result of such delay, provided that in the case of an work in accordance with the Contract application for an extension due to abnormal inclement Documents; and ' OPS General Conditions of Contract ' 12 ,I (b) be as fully responsible to the Owner for acts and Disputes or payment may be made according to the ' omissions of the Contractor's Subcontractors conditions contained in clause GC8.02.04,Payment on and of persons directly or indirectly employed a Time and Material Basis. by them as for acts and omissions of persons directly employed by the Contractor. GC3.11.03 Adddional Work ' 06) Neither a subcontracting, nor the Owner's . 01) The Owner,or Contract Administrator where so consent to a subcontracting by the Contractor,shall be authorized, may request the Contractor to perform ' construed to relieve the Contractor from any obligation Additional Work without invalidating the Contract. If the under the Contract or to impose any liability upon the Contractor agrees to perform Additional Work, the Owner. Nothing contained in the Contract:Documents,, Cnntractor shall proceed with such work upon receipt shall create a contractual relationship between a of a Change Order. Subcontractor and the Owner. 02) The Contractor may apply for an extension of GC3.11 Changes in the Work, Extra Contract Time according to the terms of subsection Work and Additional Work GC3.07, Extension of Contract Time. GC3.11.01 Changes in the Work 03) Payment for the Additional Work may be negotiated pursuant to subsection GC3.14, Claims, 01) The Owner, or the Contract Administrator where Negotiations, Disputes, or payment may be made so authorized,may, by order in writing,make Changes according to the conditions contained in clause in the Work without invalidating the Contract. The GC8.02.04, Payment on a Time and Material Basis. Contractor shall not be required to proceed with a ' change in the Work until in receipt of a Change Order. GC3.12 Notices Upon the receipt of such written order the Contractor shall proceed with the work. 01) Any notice permitted or required to be given to the Contract Administrator or the Superintendent in ' 02) The Contractor may apply for an extension of respect of the Work shall be deemed to have been Contract Time according to the terms of subsection given to and received by the addressee on the date of GC3.07, Extension of Contract Time. delivery if delivered by hand or by facsimile 1 transmission and on the fifth day after the date of ' 03) If the Changes in the Work relate solely to mailing if sent by mail. quantities, payment for the work will be made according to the conditions specified in clause 02) The Contractor and the Owner shall provide GC8.01.02, Variations in Tender Quantities. If the each other with the mailing addresses, telephone Changes in the Work do not solely relate to quantities, numbers and facsimile terminal numbers for the payment may be negotiated pursuant to subsection Contract Administrator and the Superintendent at the GC3.14, Claims, Negotiations, Disputes or payment commencement of the Work. ' may be made according to the conditions contained in clause GC8.02.04, Payment on a Time and Material 03) In the event of an emergency situation or other Basis. urgent matter the Contract Administrator or the Superintendent may give a verbal notice,provided that GC3.11.02 Extra Work such notice is confirmed in writing. 04) Any notice permitted or required to be given to ' 01) The Owner, or Contract Administrator where so the Owner or the Contractor shall be given in authorized, may instruct the Contractor to perform accordance with the notice provision of the Agreement. Extra Work without invalidating the Contract. The Contractor shall not be required to proceed with the GC3.13 Use and Occupancy of the Work ' Extra Work until in receipt of a Change Order. Upon Prior to Substantial Performance receipt of the written order the Contractor shall proceed. with the Work. 01) Where it is not contemplated elsewhere in the Contract Documents, the Owner may use or occupy 02) The Contractor may apply for an extension of the Work or any part thereof prior to substantial Contract Time according to the-,terms of subsection- performance;-provided that at least 30' days'written GC3.07, Extension of Contract Time. notice has been given to the Contractor. 03) Payment for the Extra Work may be negotiated 02) The use or occupancy of the Work or any part pursuant to subsection GC3.14, Claims, Negotiations, thereof by the Owner prior to substantial performance OPS General Conditions of Contract J 13 ' C shall not constitute an acceptance of the Work or parts Material basis in accordance with clause GCS.MO4, i so occupied. In addition,the use or occupancy of the Payment on a Time and Material Basis, the dispute Work shall- not relieve the Contractor or the may be resolved as described in clause GC3.14.05, Contractor's Surety from any liability that has arisen,or Disputes. may arise, from the performance of the Work in accordance with the Contract Documents. The Owner GC3.14.03 Cordirm ante of the work will be responsible for any damage that occurs because of the Owner's use or occupancy. Such use 01) The Contract Administrator will give such or occupancy of any part of the Work by-the Owner instructions as are necessary for continuation of the does not waive the Owner's right to charge the Work to prevent any delays. it is understood that by Contractor liquidated damages in accordance with the so doing neither party to the Contract will jeopardize 'terms of the Contract. any claim it may have. GC3.14 Claims„ Negotiations, Disputes GC3.14.04 Record Keeping GC3.14.01 Claims Procedure 01) Immediately upon commencing work which 01) The Contractor..shall..give joral.-notice-of.any .. . . ...may result in a claim, the Contractor shall-kee Dal - situation which may dead to-a claim for:additional Work Records,during the course of the work,sufficient payment immediately upon becoming aware of the to substantiate the Contractor's claim,and the Contract situation. Administrator will keep Daily Work Records to be used ' in assessing the Contractor's claim, all in accordance 02) The Contractor shall provide written notice in the with clause GC8.02.07, Records. standard form`Notice of intent to Claim'within 7 days of the commencement of any work which may be 02) The Contractor and the Contract Administrator affected by the situation. shall reconcile their respective Daily Work Records on a weekly basis, to simplify review of the claim, when 03) The Contractor shall submit claims not later than submitted. ' 30 days-in exceptional cases this may be increased to a maximum of 180 days, but subject to approval in 03) The keeping of Daily Work Records by the writing from the Contract Administrator-after the date Contract Administrator or the reconciling of such Daily of substantial performance,identifying the item or items Work Records with those of the Contractor shall not be in respect of which the claim arises, stating the construed to be acceptance of the claim. grounds upon which the claim Is made and submitting the records maintained by the Contractor supporting GC3.14.05 Disputes ' such claim. 01) Disputes may be settled by procedures already 04) The Contract Administrator may request the established by the Owner or where both parties agree, Contractor to submit such further.and other particulars a dispute may be submitted to arbitration in as the Contract Administrator considers necessary to accordance with the provisions of subsection GC3.15, assess the claim and the Contractor shall submit the Engineering Arbitration. Where both parties cannot requested information within 30 days. agree, then the appropriate judicial tribunal may be used. ' 05) Within 60 days of receipt of the detailed claim, and all supporting documentation, the Contract GC3.14.06 Payment Administrator will advise the Contractor, in writing, of the Contract Administrator's opinion with regard to the 01) Payment of the claim will be made not later than validity of the claim. 30 days after the date of resolution'of the claim or dispute. Such payment will be made according to the GC3.14.02 Negotiations terms of Section.GC8, Measurement and Payment. ' 01) Should the Contractor disagree with the opinion GC3.14.07 Rights of Both Parties given in paragraph 05) of clause GC3.14.01, Claims Procedure, with respect to any part of the claim, the 01) It is agreed that no action taken under this Contract Administrator will enter into negotiations with subsection by either party shall be construed as a the Contractor to resolve the matters in dispute. Where renunciation or waiver of any of the rights or recourses a negotiated settlement cannot be reached and it is available to the parties,provided that the requirements agreed that payment cannot be made on a Time and set out in this subsection are fulfilled. ' OPS General Conditions of Contract 14 1 ' GC3.15 Engineering Arbitration the Contract nor in either parry's business and shall not be employed by either party. GC3.15.01 The Conditions for Engineering Arbitration 04) The decisions of two arbitrators shall bind the third. Where there is no agreement between two 01) The following conditions must be established arbitrators the decision of the chairman will be final. before an arbitration can proceed: it. (a) A dispute between the parties must exist; 05) The board may appoint experts to assist 06) The board is not bound by the rules of (b) The parties must agree to refer the dispute for - evidence which govern the trial of cases in court but decision according to the procedure following; may hear and consider any evidence which it and considers relevant. (c) The parties must agree to be..bound by the GC3.15.04 Costs award of the arbitrators. GC3.15-02 Arbitration Procedure 01) Each party shall pay the cost of its appointee. 01) The following provisions are to be included in 02) The fee for the chairman will be shared equally. the agreement to arbitrate and are subject only to such 03) The fees of any experts appointed to assist the right of appeal as exist where the arbitrators have board shall be shared equally. exceeded their jurisdiction or have otherwise disqualified themselves: 04) The fees of any other person(s) appointed to (a) All existing actions in respect of the matters assist the board will be shared equally, under arbitration will be stayed pending 05) The Owner will provide accommodation for the arbitration; hearing in the Owner's facilities, and where this is not possible,will share in the cost of obtaining appropriate (b) All outstanding claims and matters to be settled facilities. are to be set out in a schedule to the agreement. Only such claims and matters as are in the 06) The board will have no power to award costs schedule will be arbitrated; and except where one of the parties fails to attend a hearing and it is necessary to adjourn until another (c) Before proceeding with the arbitration, the date. in such case,the board may require the absent Contractor shall confirm that all matters in party to bear the costs of the adjourned hearing. dispute are set out in the schedule. GC3.15.03 Form and Appointment of GC3.15.05 The Award Arbitration Board 01) The award will be made within 90 days of the 01) The board shall be- composed:.,.of.. -three conclusion of the hearing unless the board extends the arbitrators: time for making the award. The time shall not be extended beyond 180 days from the date of the t (a) one appointed by the Contractor; appointment without the consent of both parties. (b) one appointed by the Owner; and Where the award is not made within these time limits (c) one to be appointed by the first two and who the parties may proceed to court or continue their shall act as chairman. existing actions. 02) A sole arbitrator may adjudicate the dispute where expressly agreed by the Contractor and Owner. GC3.15.06 Hearing 01) The hearing will commence within 90 days of 03). Appointees shall not be interested financially in the appointment of the chairman. OPS General Conditions of Contract 15 SECTION GC4 OWNER'S RESPONSIBILITIES AND RIGHTS August 1990 r GC4.01 W Area the default within 5 Working Days. �9 9 � 01) The Owner will acquire all property rights which GC4.06 Contractor's Right to Correct a are deemed necessary by the Owner for the Default construction of the Work including temporary working easements and will indicate the full extent.of the 01) The Contractor shall have the right within the 5 Working Area on the Contract Drawings. full Working Days following the receipt of a notice of default to correct the default and provide the Owner GC4.02 Management and Disposition of with satisfactory proof that appropriate corrective . Materials measures have been taken. 01) The Owner will identify in the Contract Document 02) If the correction of the default cannot be the materials to be moved within or removed from the completed within the,5-full Working Days'following Working Area, and ;:.any characterlstics of: those._-. receipt of the notice the-Contractor-shalt not-be in materials which will necessitate special materials default if the Contractor management and disposition. (a) commences the correction of the default within 02) The Owner will be responsible for any additional the 5 full Working Days following receipt of the costs of removing,management and disposition of any notice; material not identified in the Contract Documents, or where conditions exist that could not have been (b) provides the Owner with an acceptable reasonably foreseen at the time of tendering. schedule for the progress of such correction; and GC4.03 Construction Affecting Railway Property (c) completes the correction in accordance with such schedule. 01) The Owner will pay the costs of all flagging and other traffic control measures required and provided by GC4.07 Owner's Right to Correct Default the railway company. 01) If the Contractor fails to correct the default within the time specified in subsection GC4.06, GC4.04 Default by the Contractor Contractor's Right to Correct a Default,or subsequently agreed upon,the Owner,without prejudice to any other 01) The Contractor shall be in default of the Contract right or remedy the Owner may have,may correct such default and deduct the cost thereof,as certified by the . Contract Administrator, from any payment then or (a) the Contractor fails to commence the Work or thereafter due to the Contractor. execute the Work properly or otherwise fails to comply with the requirements of the Contract to a substantial degree; or GC4.08 Termination of Contractors (b) N the.Contractor is adjudged bankrupt or makes Right to Continue the Work a general assignment for the benefit of creditors 01) - Where the Contractor fails to correct a default because of insolvency or N a receiver is within the time specked In subsection GC4.06, appointed because of insolvency. Contractor's Right to Correct a Default,or subsequently agreed upon,the Owner,without prejudice to any other GC4.05 Notification of Default right or remedy the Owner may have, may terminate the Contractor's right to continue the Work in whole or 01) The Owner will give written notice of a default to in part by giving written notice to the Contractor. the Contractor as soon as the Owner becomes aware g of the alleged default but failure to give such notice in 02) If the Owner terminates the Contractor's right to a timely.way shall-not constitute condonation of the.- continue with the Work In whole or:in part,the Owner default. The notice will include instructions to correct will be entitled to OPS General Conditions of Contract 16 1 (a) take possession of the Working Area or that withheld from the Contractor under subsection GC4.08, portion of the Working Area devoted to that part Termination of the Contractor's Right to Continue the of the Work terminated; Work,the Owner will pay the balance to the Contractor as soon as the final accounting for the Contract is (b) utilize the Contractor's Equipment and any complete. Material. within the Working Area which is Intended to be incorporated into the Work, the whole subject to the right of third parties; GC4.10 Terrnirlation of the Contract (c) • withhold further payments to the Contractor with 01) Where the Contractor is in default of the respect to the Work or the portion of the Work Contract the Owner may,without prejudice to any other withdrawn from the Contractor until the Work or right or remedy the Owner may have, terminate the portion thereof withdrawn is completed; Contract by giving written notice of termination to the Contractor, the Surety and any trustee or receiver (d) charge the Contractor_the.additional cost over acting on behalf of the Contractor's estate-or creditors: the contract price of completing the Work or portion thereof withdrawn from the Contractor, as certified by the Contract Administrator and 02) If the Owner elects to terminate the Contract the any additional compensation paid to the Owner will provide the Contractor and the trustee or Contract Administrator for such additional receiver with a complete accounting to the date of service arising from the correction of the default; termination. (e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator,to GC4.11 Confirxiation of Contractor's cover correction to the Work performed by the Obrgatlons that may be required under subsection GC7.15,Warranty; 01) The Contractor's obligation under the Contract as to quality, correction and warranty of the Work (f) charge the Contractor for any damages the performed prior to the time of termination of the Owner may have sustained as a result of the Contract or termination of the Contractor's right to default; and continue with the Work in whole or in part shall r . (g) charge the Contractor the amount by which the continue to be in force after such termination. cost of corrections to the Work under subsection GC7.15, Warranty, exceeds the GC4.12 Use of Performance Bond allowance provided for such corrections. 01) If the Contractor is in default of the Contract and GC4.09 171nal Payment to Contractor the Contractor has provided a Performance Bond, the provisions of this Section shall be exercised in 01) If the Owner's cost to correct and complete the accordance with the conditions of the Performance Work in whole or in part is less than the amount Bond. i t 1 1 ) OPS General Conditions of Contract 17 SECTION CYZ MATERIAL August 1990 i GC5.01 Supply of Material work site expeditiously after the notification to that effect from the Contract Administrator. Where the 01) All Material necessary for the proper completion Contractor fails to comply with such notice the of the Work,except that listed as being supplied by the Contract Administrator may cause the rejected Material Owner, shall be supplied by the Contractor. The to be removed from the site and disposed of in what contract prices for the appropriate tender items shall be the Contract Administrator considers to be the most deemed to include full compensation for the supply of appropriate manner and the Contractor shall pay the such Material. costs of disposal and the appropriate, overhead charges. GC5.02 Ouarty of Material GC5.04 Substitutions 01) All Material provided by the Contractor shall be new. 01) Where the specifications require the Contractor to supply a Material designated by a trade or other 02) Material supplied_ by .the._Contractor ..shall_ name, the tender shall-be-based only upon supply of - conform to the requirements of the Contract the Material so designated,which shall be regarded as the standard of quality required by the specification. 03) As specified or as requested by the Contract After the acceptance of a tender, the Contractor may Administrator, the Contractor shall make available for apply to the Contract Administrator to substitute inspection or testing a sample of any Material to be another Material identified by a different trade or other provided by the Contractor. name for the Material designated as aforesaid. The application shall be in writing and shall state the price 04) The Contractor shall obtain for the Contract for the proposed substitute Material designated as Administrator the right to enter upon the premises of aforesaid,and such other information as the Contract the Material manufacturer or supplier to carry out such Administrator may require. inspection, sampling and testing as specified or as requested by the Contract Administrator. 02) Rulings on a proposed substitution will not be made prior to the acceptance_ of a tender. 05) The Contractor shall notify the Contract Substitutions shall not be made without the prior Administrator of the sources of supply sufficiently in approval of the Contract Administrator. The approval advance of the Material shipping dates to enable the or rejection of a proposed substitution will be made at Contract Administrator to perform the required the discretion of the Contract Administrator. inspection, sampling and testing. 03) If the proposed substitution is approved by the 06) The Owner will not be responsible for any delays Contract Administrator,the Contractor shall be entitled to the Contractor's operations where the Contractor to the first $1000 of the aggregate saving in cost by fails to give sufficient advance notice to the Contract reason of such substitution and to 50% of any Administrator to enable the Contract Administrator to additional saving in cost in excess of such $1000. carry out the required inspection,sampling and testing Each such approval shall be conveyed to the before the scheduled shipping dates. Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of'Certification 07) The Contractor shall not change the source of of Equality'and if any adjustment to the contract price supply of any Material without the written authorization is made by reason of such substitution a Contract of the Contract Administrator. Change Order shall be issued as well. 08) Material which is not specified shall be of a GC5.05 Owner Supplied Material quality best suited to the purpose required and the use of such Material shall be subject to the approval of the GC5.05.01 Ordering of Excess Material Contract Administrator. 01) Where Material is supplied by the Owner and where this Material is ordered by the Contractor in GC5.03 Rejected Material excess of the amount specked to complete the Work, such excess Material shall become the property of the 01) Rejected Material shall be removed from the Contractor on completion of the Work and shall be OPS General Conditions of Contract 18 charged to the Contractor at cost plus applicable 04) The full amount of Material supplied by the overheads. Owner in each shipment shall be accounted for by the Contractor and such Material shall be at the risk of the GC5.05.02 Care of Material Contractor after taking delivery. Such Material shall not, except with the written permission of the Contract 01) The Contractor shall, in advance of receipt of Administrator,be used by the Contractor for purposes shipments of Material supplied by the Owner, provide other than the performance of the Work under the adequate and proper storage facilities acceptable to Contract. the Contract Administrator; and on the receipt of such Material shall promptly place it in storage except where it is to be incorporated forthwith into the Work. 05) Empty reels,crates,containers and other types of packaging from Material supplied by the Owner shall 02) The Contractor shall be responsible for become the property of the Contractor when they are acceptance of Material supplied by the Owner, at the no longer required for their original purpose and shall specked delivery point and for its safe handling and be disposed of by the Contractor unless-otherwise storage. If such Material is damaged while under the specified in the Contract Documents. control of the Contractor it shall be replaced or repaired by the Contractor at no expense to the Owner, and to the satisfaction of the Contract Administrator. 06) The Contractor shall provide the Contract If such Material is rejected by the Contract Administrator, immediately upon receipt of each Administrator for reasons which are not the fault of the shipment, copies of bills of lading, or such other Contractor it shall remain in the care and at the risk of documentation the Contract Administrator may require the Contractor until its disposition has been determined to substantiate and reconcile the quantities of Material by the Contract Administrator. received. 03) Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where 07) Where Material supplied by the Owner is there are discrepancies between the quantities received ordered and stockpiled prior to the award of the and the quantities shown on the bills of lading, the Contract, the Contractor shall, at no extra cost to the Contractor shall immediately report such damage or Owner, immediately upon commencement of discrepancies to the Contract Administrator who shall operations, check the Material, report any damage or arrange for an immediate inspection of the shipment deficiencies to the Contract Administrator and take and provide the Contractor with a written release from charge of the Material at the stockpile site. Where responsibility for such damage or deficiencies. Where damage or deficiencies are not so recorded by the damage or deficiencies are not so reported it will be Contractor it shall be assumed that the stockpile was assumed that the shipment arrived in good order and in good order when the Contractor took charge of it any damage or deficiencies reported thereafter shall be and any damage or deficiencies reported thereafter made good by the Contractor at no extra cost to the shall be made good by the Contractor at no extra cost Owner. to the Owner. OPS General Conditions of Contrail 19 l SECTION GC6 INSURANCE, PROTECTION AND DAMAGE August 1990 GC6.01 Protection of Work, Persons the failure to perform the Work, provided such claims and Property are 01) The Contractor, the Contractor's agents and all (a) attributable to bodily injury, sickness, disease, workers employed by or under the control of the or death or to damage to or destruction of Contractor,Including Subcontractors, shall protect the tangible property; Work, persons and property from.damage or injury, and shall be responsible for all losses and damage (b) caused by negligent acts or omissions of the which may arise as the result of the Contractor's Contractor or anyone for whose acts the operations under the Contract unless indicated to the Contractor may be liable; and contrary below. (c) made in writing within a period of 6 years from 02) The Contractor is responsible for the full cost of the date of Substantial Performance of the Work any necessary.._..temporary_.,..provisions-._and _the_ as set out -in-the-Certificate:-of Substantial _ - restoration of all damage, where the Contractor Performance of the Work or,where so specified damages the Work or property in the performance of in the Contract from the date of certification of the Contract. If the Contractor is not responsible for Final Acceptance. the damage that occurs to the Work or property the Contractor shall restore such damage, and such work 02) The Contractor shall indemnify and hold shall be administered according to these General harmless the Owner from all and every claim for Conditions. damages, royalties or fees for the infringement of any patented invention or copyright occasioned by the 03) The Contractor shall immediately inform the Contractor in connection with work performed or Contract Administrator of all damage and injuries which material furnished by the Contractor under the occur during the term of the Contract. Contract. 04) The Contractor shall not be responsible for loss 03) The Owner expressly waives the right to and damage that occurs as a result of indemnity for claims other than those stated above in (a) war; paragraphs 01) &02). (b) blockades and civil commotions; 04) The Owner shall indemnify and hold harmless (c) errors in the Contract Documents; the Contractor, his agents, officers and employees (d) acts or omissions of the Owner, the from and against all claims, demands, losses, Contract Administrator, their agents and expenses, costs, damages, actions, suits, or employees, or others not under the proceedings arising out of the Contractor's control of the Contractor, but within the performance of the Contract which are attributable to a Working Area with the Owner's lack of or defect in title or an alleged lack of or defect permission. in title to the Working Area 05) The Contractor and his Surety or Sureties will not 05) The Contractor expressly waives the right to be released from any term or provision of any indemnity for claims other than those stated above in responsibility, obligation or liability under the Contract paragraph 04). or waive or impair any of the rights of the Owner except by a release duly executed by the Owner. GC6.03 Contractor's Insurance GC6.02 Indemnification GC6.03.01 General 01) The Contractor shall indemnify and hold 01) Without restricting the generality of subsection harmless the Owner and the Contract Administrators GC6.02, Indemnification, the Contractor shall provide, their agents,officers and employees from and against maintain and pay for the Insurance overages listed in all claims, demands, losses, expenses, costs, this General Condition under clauses GC6.03.02 and damages, actions, suits or proceedings by third .03. Insurance overage in clauses GC603.04,.05 and parties, hereinafter called'claims",directly or indirectly .06 will only apply when so specified in the Contract arising or alleged to arise out of the performance of or Documents. OPS General Conditkms of Contract 1 GC6.03.02 General Liability Insurance licensed vehicles shall have limits of not less than 5 million dollars inclusive per occurrence for bodily 01) General liability insurance shall be in the joint injury, death and damage to property, in the following names of the Contractor,the Owner, and the Contract forms endorsed to provide the Owner with not less Administrator with limits of not less than 5 million than 30 days' written notice In advance of any dollars inclusive per occurrence for bodily injury,death, cancellation, change or amendment restricting and damage to property including loss of use thereof, coverage: with a property damage deductible of not more than $5000. The form of this insurance shall be the (a) standard non-owned automobile policy Insurance Bureau of Canada Form IBC 2100, dated including standard contractual liability 8-87. endorsement; and 02) Another form of insurance equal to or better than (b) standard owner's form automobile policy that required in IBC Form 2100 may be used,provided providing third party liability and accident all the requirements listed in-the Contract-are included: = benefits insurance and covering licensed Approval of this insurance will be conditional-upon the vehicles owned or operated by the Contractor. Contractor obtaining the services of a recognized Insurance Consultant and obtaining the Consultant's certificate of equivalency to the required insurance. GC6.03.04 Aircraft and Watercraft L WATIty Insurance 03) The insurance shall be maintained continuously from the commencement of the Work until 12 months 01) Aircraft and watercraft liability insurance with following the date of substantial performance of the respect to owned or non-owned aircraft and watercraft Work, as set out in the certificate of Substantial if used directly or indirectly in the performance of the Performance of the Work,or until the certificate of Final Work, including use of additional premises, shall be Acceptance of the Work is Issued, whichever is the subject to limits of not less than 5 million dollars later, and with respect to completed operations inclusive per occurrence for bodily injury, death, and coverage for a period of not less than 24 months from damage to property including loss of use thereof, and the date of Final Acceptance of the Work as set out in limits of not less than 5 million dollars for aircraft the certificate of Final Acceptance of the Work, and passenger hazard. Such insurance shall be in a form thereafter to be maintained for a further period of 4 acceptable to the Owner. The policies shall be years. endorsed to provide the Owner with not less than 30 days'written notice in advance of cancellation,change 04) The Contractor shall submit annually to the or amendment restricting coverage. Owner, proof of continuation of the completed operations coverage and failure of the Contractor to do GC6.03.05 Property and Baler Insurance so will result in the cancellation by the Owner of the limit of the Contractor's indemnification under GC6.03.05.01 Property Insurance paragraph 01) (c) of subsection GC6.02, Indemnification. 01) All risks property insurance shall be in the joint names of the Contractor, the Owner and the Contract 05) Should the Contractor decide not to employ Administrator, insuring not less than the sum of the Subcontractors for operations requiring the use of amount of the Contract Price and the full value,as may explosives for blasting,or pile driving or caisson work, be stated in the Supplemental General Conditions, of or removal or weakening of support of property Material that is specked to be provided by the Owner building or land, IBC Form 2100 as required shall for incorporation into the Work, with a deductible not include the appropriate endorsements. exceeding 1%of the amount Insured at the site of the Work. This insurance shall be In a form acceptable to 06) The policies shall be endorsed to provide the the Owner and shall be maintained continuously until Owner with not less than 30 days written notice in 10 days after the date of Final Acceptance of the Work, advance of cancellation, change. or amendment as set out In the certificate of Final Acceptance of the restricting coverage. Work. 07) *Claims Made" insurance policies will not be GC6.03.05.02 Boiler Insurance permitted. 01) Boiler insurance insuring the Interests of the GC6.03.03 Automobile Liability Insurance Contractor.the Owner and the Contract Administrator for not less than the replacement value of boilers and 01) Automobile liability insurance in respect of pressure vessels forming part of the Work,shall be In OPS General Conditions of Contract l a form acceptable to the Owner. This insurance shall responsibility by the terms of this Contract. 21 be maintained continuously from commencement of use or operation of the property insured until 10 days 03) In the event of loss or damage to the Work after the date of Final Acceptance of the Work, as set arising from the action of others,the Owner shall pay out in the certificate of Final Acceptance of the Work. the Contractor the cost of restoring the Work as the restoration of the Work proceeds and in accordance GC6.03.05.03 Use and Occupancy of the Work with the requirements of Section GC8, Measurement Prior to Completion and Payment. 01) Should the Owner wish to use or occupy part or GC6.03.06 Contradors'Equipment all of the Work prior to substantial performance, the insurance Owner will give 30 days, written notice to the Contractor of the intended purpose and extent of such 01) All risks Contractors' equipment insurance use or occupancy. Prior to such use or occupancy the covering construction machinery and equipment used Contractor shall notify the Owner in writing of the by the Contractor for the performance of the Work, additional premium cost, if any, to maintain property including boiler insurance on temporary boilers and and boiler insurance,,.which shall beat the Owner's , pressure vessels, shall be in-a form acceptable to the expense. If because of such use.or..occupancy the Owner and shall not-allow subrogation claims by the - Contractor is unable to.provide coverage,.the..Owner Insurer against the Owner:--The policies shall be upon written notice from the Contractor and prior to endorsed to provide the Owner with not less than 30 such use or occupancy shall provide,maintain and pay days'written notice in advance of cancellation,change for property and boiler insurance insuring the full value or amendment restricting coverage. Subject to of the Work, including coverage for such use or satisfactory proof of financial capability by the occupancy,and shall provide the Contractor with proof Contractor for self-insurance of the Contractor's of such insurance. The Contractor shall refund to the equipment, the Owner agrees to waive the equipment Owner the unearned premiums applicable to the insurance requirement, and for the purpose of this Contractor's policies upon termination of coverage. Contract, the Contractor shall be deemed to be insured. This policy shall be amended to provide 02) The policies shall provide that, in the event of a permission for the Contractor to grant prior releases loss or damage, payment shall be made to the Owner with respect to damage to the Contractor's equipment. and the Contractor as their respective interests may appear. The Contractor shall act on behalf of both the GC6.03.07 Insurance Requirements and Owner and the Contractor for the purpose of adjusting Duration the amount of such loss or damage payment with the Insurers. When the extent of the loss or damage is 01) Unless specified otherwise the duration of each determined the Contractor shall proceed to restore the insurance policy shall be from the date of Work. Loss or damage shall not affect the rights and commencement of the Work until 10 days after the obligations of either party under the Contract except date of Final Acceptance of the Work, as set out in the that the Contractor shall be entitled to such reasonable certificate of Final Acceptance of the Work. ' extension of Contract Time relative to the extent of the loss or damage as the Contract Administrator may 02) The Contractor shall provide the Owner, on a decide in consultation with the Contractor. form acceptable to the Owner,proof of insurance prior to commencement of the Work, and signed by an GC6.03.05.04 Payment for.Loss.or Damage. officer of the Contractor and either r the underwriter-or. the broker. 01) The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the 03) The Contractor shall, on request, promptly Contract, the amount at which the Owner's interest in provide the Owner with a certified true copy of each restoration of the Work has been appraised, such insurance policy exclusive of information pertaining to amount to be paid as the restoration of the Work premium or premium bases used by the insurer to proceeds and in accordance with the requirements of determine the cost of the insurance. The certified true Section GC8, Measurement and Payment. In addition copy shall include a signature by an officer-of the the Contractor shall be entitled to receive from the Contractor and in addition, a signature by an officer of payments made by the Insurer the amount of the the insurer or the underwriter or the broker. Contractor's interest in the restoration of the Work. 04) Where a policy is renewed the Contractor shall 02) The Contractor shall be responsible for provide the Owner,on a form acceptable to the Owner, deductible amounts under the policies except where renewed proof of insurance immediately following such amounts may be excluded from the Contractor's completion of renewal. OPS General Conditions of Contract 1 05) Unless specified otherwise the Contractor shall reimbursement of such costs the Owner may deduct be responsible for the payment of deductible amounts the costs thereof from monies which are due or may under the policies. become due to the Contractor. 06) If the Contractor fails to provide or maintain GC6.04 Bonding insurance as required in this General Condition or elsewhere in the Contract Documents,then the Owner 01) The Contractor shall provide the Owner with the will have the right to provide and maintain such surety bonds in the amount required by the tender insurance and give evidence thereof to the Contractor. documents. The Owner's cost thereof shall be payable by the Contractor to the Owner on demand. 02) Such bonds shall be issued by a duly licensed surety company authorized to transact a business of 07) If the Contractor fails to pay the cost of the suretyship in the Province of Ontario and shall be insurance placed by the Owner within 30 days of-the maintained in good standing until the fulfilment of the date on which the Owner made a formal demand for' Contract. r OPS General Conditions of Contract 23 SECTION GC7 CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK August 1990 GC7.01 General shalt the Contract Administrator or of the name(s), address(es), position(s) and telephone number(s) of 01) The Contractor warrants that the site of the Work the Contractor's representatives) who can be has been visited during the preparation of the tender contacted at any time to deal with matters relating to and the character of the Work_and all local conditions the Contract which may affect the performance of the Work are known. 08) The Contractor shall,at no additional cost to the Owner, furnish all reasonable aid, facilities and 02) The Contractor shall not commence the Work assistance required by the Contract Administrator for nor deliver anything to the Working Area until the the proper inspection and examination of the Work or Contractor has received a written order to commence the taking of measurements for the purpose of the Work, signed by the Contract Administrator. payment. 03) The Contractor.shall.have,complete-control of... .. .-._..-09) The Contractor,shall prepare; and update-as -- --- the work and shall effectively direct and supervise the required,a construction schedule indicating the timing work so as to ensure conformity with the Contract of the major and critical activities of the Work. The Documents. The Contractor shall be responsible for schedule shall be designed to ensure conformity with construction means, methods,techniques, sequences the specked Contract Time. The schedule shall be and procedures and for coordinating the various parts submitted to the Contract Administrator within 14 days of the Work. from the date of the contract award. 04) The Contractor shall have the sole responsibility 10) Where the Contractor finds any errors, for the design, erection, operation, maintenance and inconsistency or omission relating to the Contract,the removal of temporary structures and other temporary Contractor shall promptly report it to the Contract facilities and the design and execution of construction Administrator and shall not proceed with the activity methods required in their use. affected until receiving direction from the Contract Administrator. 05) Notwithstanding paragraph 04) of subsection GC7.01, General, where the Contract Documents 11) The Contractor shall promptly notify the include designs for temporary structures and other Contract Administrator in writing If the subsurface temporary facilities or specify a method of construction conditions observed in the Working Area differ in whole or part, such facilities and methods shall be materially from those indicated in the Contract considered to be part of the design of the Work, and Documents. the Contractor shall not be held responsible for that part of the design or the specified method of 12) The Contractor shall arrange with the construction. The Contractor shall, however, be appropriate utility authorities for the stake out of all responsible for the execution of such design or underground utilities and service connections which specked method of construction.in-the-same.manner.._.. .may be affected by the Work.The Contractor,shall-be that the Contractor is responsible,for the execution of responsible for any damage done,to the underground the Work. utilities by the Contractor's forces during construction If the stake out locations are within the tolerances given 06) The Contractor shall be responsible for in subsection GC2.01, Reliance on Contract construction health and safety within the working areas Documents. The Contractor shall be responsible for and for compliance with the Occupational Health and any damage done to the service connections. Safety Act and Regulations. So as to avoid any misunderstanding as to the extent of the Contractor's responsibility,the Contractor,by executing the Contract. GC7.02 Layout unequivocally acknowledges that the Contractor is the Constructor within the meaning of the Act. 01) Prior to commencement of construction, the Contract Administrator and the Contractor will locate on 07) The Contractor shall have an authorized site those property bars, baselines and benchmarks representative on the site while any work is being which are necessary to delineate the Working Area and performed, to act for or on the Contractor's behalf. to lay out the Work, all as shown on the Contract Prior to commencement of construction,the Contractor Drawings. OPS General Conditions of Contract 24 02) The Contractor shall be responsible for the GC7.04 } Preservation of all property bars while the Work is in Evass Loaft of Motor Vetrcfes Progress, except those property bars which must be 01) Where a vehicle is hauling material for use on removed to facilitate the Work. Any property bars the Work, in whole or in part upon a Highway, and disturbed, damaged or removed by the Contractor's where motor vehicle registration is required for such operations shall be replaced under the supervision of vehicle, the Contractor shall not cause or permit such an Ontario Land Surveyor, at no extra cost to the vehicle to be loaded beyond the legal limit specified in Owner. the Highway Traffic Act, whether such vehicle is registered in the name of the Contractor or otherwise, 03) At no extra cost to the Owner, the Contractor except where there are designated areas within the shall provide the Contract Administrator with such Working Area where overloading is permitted. The materials and devices as may be necessary to lay out Contractor shall bear the onus of weighing disputed the baseline and benchmarks, and as may be loads. necessary for the inspection of the Work. 04) The Contractor shalt provide qualified personnel GC7.05 Condition of the Working Area to lay out and establish all lines and grades necessary for construction. The Contractor shall notify the 01) The Contractor shall maintain the Working Area Contract Administrator of any layout work carried out, in a tidy condition and free from the accumulation of so that the same may be checked by the Contract debris, other than that caused by the Owner or others. Administrator. GC7.06 Maintaining Roadways and 05) The Contractor shall install and maintain Detours substantial alignment markers and secondary benchmarks as may be required for the proper 01) Where an existing Roadway is affected by execution of the Work. The Contractor shall supply construction, it shall be kept open to traffic, and the one copy of all alignment and grade sheets to the Contractor shall, except as otherwise provided in this Contract Administrator. subsection, be responsible for providing and maintaining for the duration of the Work, a road 06) The Contractor shall assume full responsibility through the Work,whether along an existing_Highway, for alignment, elevations and dimensions of each and including the road under construction, or on detours all parts of the Work, regardless of whether the within or adjacent to the Highway, in accordance with Contractor's layout work has been checked by the the Manual of Uniform Traffic Control Devices Contract Administrator. (MUTCD). ' 07) All stakes, marks and reference points provided 02) The Contractor shall not be required to maintain by the Contract Administrator shall be carefully a road through the Working Area until such time as the preserved by the Contractor. in the case of their Contractor has commenced operations or during destruction or removal, such stakes, marks and seasonal shut down or on any part of the Contract that reference points will be replaced by the Contract has been accepted in accordance with these General Administrator at no extra cost to the Owner. Conditions. GC7 03) Where localized and separated sections of the Damage by Vehicles or Other Highway only are affected by the Contractor's Equipment operations, the Contractor will not be required to 1 maintain intervening sections of the Highway until such 01) If at any time, in the opinion of the Contract times as these sections are located within the limits of Administrator, damage is being done or is likely to be the Highway affected by the Contractor's general done to any roadway or any improvement thereon, operations under the Contract. The Contractor shall outside the Working Area, by the Contractor's vehicles not be required to apply deicing chemicals or or other equipment, whether licensed or unlicensed abrasives or carry out snowplowing. equipment,the Contractor shall, on the direction of the Contract Administrator, and at no extra cost to the 04) Where the Contract Document provides for or Owner, make changes or substitutions for such the Contract Administrator requires detours at vehicles or equipment, and shall after loadings, or in locations spours, some other manner, remove the cause of such and I requiredeforrothe subsequent removal of the damage to the satisfaction of the Contract detours, will be made at the Contract Administrator. appropriate to such work. l OPS General Conditions of Contract 25 05) The Owner will bear the cost of maintaining,in a 02) The Contractor shall provide at all times and at satisfactory condition for traffic, a road through the no extra cost to the Owner access to fire hydrants,and Working Area The road through the Work will include water and gas valves located in the Working Area. any detour constructed in accordance with the Contract Documents or required by the Contract 03) Where any interruptions in the supply of utility Administrator. Compensation for all labour,equipment services are required and are authorized by the and materials to do this work shall be at the Contract Contract Administrator, the Contractor shall give the prices appropriate to the work and,where there are no affected property owners notice in accordance with such prices,at negotiated prices. Notwithstanding the subsection GC7.11, Notices by the Contractor, and foregoing,the cost of blading required to maintain the shall arrange such interruptions so as to create a surface of such roads and detours shall be deemed to minimum of interference to those affected. be included in the prices bid for the various tender items and no additional payment will be made. ' 06) Where work under the Contract is discontinued GC7.08 Approvals and Permits for any extended period including seasonal shutdown, 01) Except as specified in paragraph 02) of this the Contractor shall,;_wrhen directed by_Ahe,Contract-_ --subsection, the Contractor-shall obtain,any permits; Administrator, open and place--the=-roadways- and -licenses, and certificates-required,for the°performance detours in a passable, safe and satisfactory condition of the Work which are in force at the date of tender for public travel. closing. 07) Where the Contractor constructs a detour which 02) The Owner will obtain and pay for the is not specifically provided for in the Contract necessary plumbing and building permits. Document, or required by the Contract Administrator, ' the construction of the detour and, if required, the 03) The Contractor shall arrange for all necessary subsequent removal shall be performed at the inspections. Contractor's expense. The detour shall be constructed and maintained to structural and geometric standards GC7.09 Suspension of Work approved by the Contract Administrator. Removal shall be performed as directed by the Contract 01) The Contractor shall, upon written notice from Administrator. the Contract Administrator,discontinue or delay any or all of the Work and work will not be resumed until the 08) Where, with the written approval of the Contract Contract Administrator will, in writing, so direct. Administrator, the Highway is closed and the traffic Delays, in these circumstances, will be administered diverted entirely off the Highway to any other Highway, according to subsection GC3.08, Delays. the Contractor shall, at no extra cost to the Owner, supply and erect traffic control devices in accordance with the MUTCD. GC7.10 Contractor's Right to Stop the 09) Compliance with the foregoing provisions shall Work or Terminate The Contract in no way relieve the Contractor of obligations.under 01) If the Owner is adjudged bankrupt or makes a subsection GC6.01, Protection of.Work,-Persons..and..: ..- .:general assignment forthe benefit of creditors,because' Property,dealing with the Contractor's responsibility for of insolvency or if a receiver is appointed because of damage claims, except,for_claims.arising on..sections - insolvency, the Contractor may, without prejudice to of Highway within the Working Area that are being any other right or remedy the Contractor may have,by maintained by others, giving the Owner or receiver or trustee in bankruptcy 1 GC7.07 Access to Properties Adjoining written notice, terminate the Contract. the Work and Interruption of 02) If the Work is stopped or otherwise delayed for Utility Services a period of 30 days or more under an order of a court or other public authority and provided that such order 01) The Contractor shall provide at all times, and at was not issued as the result of an act or fault of the no extra cost to the Owner Contractor or of anyone directly employed or engaged by the Contractor, the Contractor may, without prejudice to any other right or remedy the Contractor (a) adequate pedestrian and vehicular access; and - may have,by giving the Ownerwrittemnotice,terminate (b) continuity of utility services to properties the Contract. adjoining the Working Area 03) The Contractor may notify the Owner in writing, OPS General Conditions of Contract } with a copy to the Contract Administrator, that the not make any claim against the Owner for any loss, Owner is in default of contractual obligations if damage or expense occasioned thereby. (a) the Contract Administrator fails to issue 02) Where the obstruction is an underground utility certificates in accordance with the provisions of such as a telephone cable, watermain, gas main or Section GCB, Measurement and Payment; sewer or other man-made object, the Contractor shall not be required to assume the risks and responsibilities - (b) -the Owner fails to pay the Contractor,within 30 -arising out of such obstruction,unless the location of days of the due date, the amounts certified by the obstruction is shown on the plans or described in the Contract Administrator .or awarded by the specifications and the location so shown is within arbitration or court; or the tolerance specified in paragraph 01)(a) of subsection GC2.01, Reliance on Contract Documents, (c) the Owner violates the requirements of the or unless the presence and location of the obstruction Contract. has otherwise been made known to the Contractor or could have been determined by the visual site 04) The Contractor's.written notice to the Owner_ _ investigation made by the Contractor in accordance shall advise that if the default is not corrected in the 7 with these General Conditions. days immediately following the receipt of the written notice the Contractor may, without prejudice to any 03) During the course of the Contract, it is the other right or remedy the Contractor may have, stop Contractor's responsibility to consult with utility the Work or terminate the Contract. companies or other appropriate authorities for further information in regard to the exact location of these 05) If the Contractor terminates the Contract under utilities, to exercise the necessary care in construction the conditions set out in this subsection,the Contractor operations, and to take such other precautions as are shall be entitled to be paid for all work performed necessary to safeguard the utility from damage. according to the Contract Documents and for any losses or damage as the Contractor may sustain as a GC7.13 Umitations of Operations result of the termination of the Contract. 01) Except for such work as may be required by the GC7.11 Notices by the Contractor Contract Administrator to maintain the Work in a safe and satisfactory condition, the Contractor shall not 01) Before work is carried out which may affect the carry on operations under the Contract on Sundays property or operations of any Ministry or agency of - without permission in writing from the Contract government or any person, company, partnership or Administrator. corporation, including a municipal corporation or any board or commission thereof, and in addition to such 02) The Contractor shall cooperate with other notices of the commencement of specified operations Contractors,utility companies and the Owner and they as are prescribed elsewhere in the Contract Document, shall be allowed access to their work or plant at all the Contractor shall give at least 48 hours advance reasonable times. written notice of the date of commencement of such work to the person,company,partnership,corporation, board, or commission so affected. GC7.14 Cleaning Up Before Acceptance 02) In the case of damage to, or interference with 01) Upon attaining Substantial Performance of the any utilities, pole lines, pipe lines, conduits,farm tiles, Work, the Contractor shalt remove surplus materials, or other public or privately owned works or property, tools, construction machinery and equipment not the Contractor shall immediately notify the Owner and required for the performance of the remaining work. the Contract Administrator of the location and details of The Contractor shall also remove all temporary works such damage or interference. and debris other than that caused by the Owner, or others and leave the Work and Working Area clean and GC7.12 Obstructions suitable for occupancy by the Owner unless otherwise 01) Except as otherwise noted in these General specified. Conditions, the Contractor assumes all the risks and responsibilities . arising -out , of. any obstruction 02) The Work shall not be deemed to have reached encountered in the performance of the Work and any Completion until the Contractor has removed surplus traffic conditions, Including traffic Conditions on any materials, tools, construction machinery and highway or road giving access to the Working Area equipment. The Contractor shall also have removed caused by such obstructions,and the Contractor shall debris,other than that caused by the Owner,or others. OPS General Conditions of Contract 27 GC7.15 Warranty Performance of the Work, or where there Is no i Substantial Performance certificate,12 months from the 01) The Contractor shall be responsible for the date of Completion of the Work as set out in the proper performance of the Work only to the extent that Completion Certificate or such kmger perkxis as may the design and specifications permit such performance. be specified for certain materials or work. The Contract Administrator will promptly give the Contractor 02) Subject to the previous paragraph the Contractor written notice of observed defects or deficiencies. shall correct promptly, at no additional cost to the Owner, defects or deficiencies in the Work which appear prior to and during the period of 12 months 03) The Contractor shall correct or pay for damage from the date of Substantial Performance of the Work, resulting from corrections made under the as set out in the Certificate of Substantial requirements of paragraph 02) of this subsection. �Y OPS General Conditions of Contract 28 1 � � II i ' OPS General Conditions of Contract 29 SECTION GC8 MEASUREMENT AND PAYMENT August 1990 GC8.01 Measurement (b) in the case of a Major item where the quantity of work perforated and/or material supplied by GC8.01.01 Quantities the Contractor is less than 85% of the tender ' quantity,either party to the Contract may make 01) The Contract Administrator will make an estimate a written request to the other party to negotiate once a month, in writing, of the quantity of work a revised unit price for that portion of the Work performed. The first estimate will be the quantity of the performed and/or material supplied. The ' work performed since the Contractor commenced the negotiation shall be carried out as soon as Contract, and every subsequent estimate, except the reasonably possible. Any revision of the unit final one, will be of the quantity of work performed price shall be based on the actual cost of since the preceding estimate was made. The Contract performing the Work acid/or supplying the Administrator will provide the copy of each estimate to material under the tender item plus a the Contractor within 10 days of the Cut-Off Date. reasonable allowance for profit and applicable overhead. Afternatively, where both parties 02) Such quantities for-progress:payments:shall be agree, an allowance.equal.to 10% of,the unit, construed and held to be approximate. The final price on the amount of the underrun which is quantities for the issuance of the Completion Payment less than 85% of the tender quantity will be Certificate shall be based on the measurement of the paid. work completed. GC8.02 Payment 03) Measurement of the quantities of the work will be either by Actual Field Measurement or by Plan Quantity GC8.0201 Price for Work principles as indicated in the Contract. Adjustments to Plan Quantity measurements will normally be made 01) Prices for the Work shall be full compensation using Plan Quantity principles but may, where for all labour, Equipment and Material.required in its appropriate, be made using Actual Field performance. The term 'all labour, Equipment and Measurements. Material'shall include Hand Tools, supplies and other incidentals. GC8.01.02 Variations in Tender Quantities 02) Payment for work not specifically detailed as ' part of any one item and without specified details of 01) . Where it appears that the quantity of work to be payment will be deemed to be included in the item(s) done and/or Material to be supplied by the Contractor with which it is associated. under a unit price tender item will exceed or be less than the tender quantity, the Contractor shall proceed GC8.0202 Advance Payments for Mate" to do the work and/or supply the material required to ' complete the tender item and payment will be made for 01) The Owner will make advance payments for the actual amount of work done and/or materials material intended for incorporation in the Work upon supplied at the unit prices stated in the tender except the written request of the Contractor and according to as provided below: the following terms and conditions: (a) The Contractor shall, in advance of receipt of (a) In the case of a Major Item where the amount of the shipment of the material, arrange for work performed and/or material supplied by the adequate and proper storage facilities and Contractor exceeds the tender quantity by more notify the Contract Administrator of their than 15%,either party to the Contract may make location(s). •written request to the other party to negotiate • revised unit price for that portion of the Work (b) The value of aggregates, processed and performed and/or material supplied which stockpiled, shall be assessed by the following exceeds 115% of the tender quantity. The procedure: negotiation shall be carried out as soon as reasonably possible. Any revision of the unit (i) Sources Other Than Commercial price shall be based on the actual cost of doing the work and/or supplying the material under the (A) Granular'A', 'B' and'M' shall be tender item plus a reasonable allowance for assessed at the rate of 60% of profit and applicable overhead, the contract price. OPS General Conditions of Contract 30 (B) Coarse and fine aggregates for hot mix GC8.01.01, Quantities. asphaltic concrete,surface treatment and Portland cement concrete shall be 02) The progress Payment Certificate will show assessed at the rate of 25% of the contract price for each aggregate (a) the quantities of work performed; stockpiled. (b) the value of work performed; (if) Commercial Sources (c) the amount of statutory holdback,liens,owners ' Payment for separated coarse and fine set-off; and aggregates will be considered, at the above rate, when such materials are (d) the amount due the Contractor. stockpiled at a commercial source where further processing is to be carried out 03) One copy of the progress Payment Certificate before incorporating such materials into a will be sent to the Contractor. final product. Advance payments for other materials located at a commercial 04) . Payment will be made within 30 days of the Cut- source will not be made. off Date. (c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be GC8.02.03.02 Certification of Subcontract based on the invoice price, and the Contractor Completion shall submit proof of cost to the Contract Administrator before payment can be made by -01) Before the Work has reached the stage of the Owner. substantial performance,the Contractor may notify the Contract Administrator, in writing that a subcontract is (d) The payment for all materials shall be prorated completed satisfactorily and ask that the Contract ' against the appropriate tender item by paying for Administrator certify the completion of the subcontract. sufficient units of the item to cover the value of the material. Such payment shall not exceed 02) The Contract Administrator will issue a 80% of the Contract price for the item. Certificate of Subcontract Completion I the subcontract has been completed satisfactorily, and all required (e) All materials for which the Contractor wishes to inspection and testing of the works covered by the receive advance payment shall be placed in the subcontract have been carried out and the results are designated storage location Immediately upon satisfactory. receipt of the material and shall thenceforth be held by the Contractor in trust for the Owner as 03) Within 7 days of the date the subcontract is collateral security for any monies advanced by certified complete the Contract Administrator will give ' the Owner and for the due completion of the a copy of the certificate to the Contractor and to the Work. The Contractor shalt not exercise any act Subcontractor concerned. of ownership inconsistent with such security,or remove any material from the storage locations, except for inclusion in the Work, without the GC8.0203.03 Subcontract Statutory Holdback consent,in writing,of the Contract Administrator. Release Certificate and Payment (f) Such materials shall remain at the risk of the 01) Following receipt of the Certificate of Contractor who shall be responsible for any Subcontract Completion, the Owner will release and loss,damage,theft,improper use or destruction pay the Contractor the statutory holdback retained in of the material however caused. respect of the subcontract. Such release shall be ' made after 45 days from the date the subcontract was certified complete and providing the Contractor GC8.02.03 Certification and Payment submits the following to the Contract Administrator. GC8.0203.01 Progress Payment Certificate (a) a document satisfactory to the Contract 01) The value of the work performed and material Administrator that will release the Owner from supplied will be calculated once a month by the all further claims relating to the subcontract, Contract Administrator in accordance with the Contract qualified by stated exceptions such as Documents and the quantities described in clause holdback monies; OPS General Conditions of Contract 31 ' (b) evidence satisfactory to the Contract GC8.02.03.05, Substantial Performance Payment and Administrator that the Subcontractor has Statutory Holdback Release Payment Certificates,shall discharged all incurred liabilities in carrying out commence from the date of publication of the the subcontract; Certificate of Substantial Performance as provided for above. (c) a satisfactory clearance certificate or letter from the Workers'Compensation Board relating tothe GC8.02.03.05 Substantial Performance subcontract; and Payment and Statutory Holdback Release Payment Certes (d) a copy of the contract between the Contractor ' and the Subcontractor and a satisfactory 01) When the Contract Administrator Issues the statement showing the total amount due the Certificate of Substantial Performance the Contract Subcontractor from the Contractor. Administrator will also issue the Substantial ' Performance Payment Certificate and the Substantial 02) Paragraph(d)will only apply to Lump Sum items Performance Statutory Holdback Release Payment and then only when the Contract Administrator Certificate or where appropriate, a combined payment specifically requests it. certificate. 03) Upon receipt=of the-statutory-holdback, the 02) The Substantial __Performance Payment Contractor shall forthwith give the Subcontractor the Certificate will show payment due under the subcontract. (a) the value of work performed to the date of 04) Release of statutory holdback by the Owner in Substantial Performance; respect of a subcontract shall not relieve the Contractor, or the Contractor's Surety, of any of their (b) the value of outstanding or incomplete work; responsibilities. (c) the amount of the statutory holdback, allowing GC8.02.03.04 Certification of Substantial for any previous releases of statutory holdback Performance to the Contractor in respect of completed subcontracts and deliveries of pre-selected 01) Upon application by the Contractor and where equipment; the Contract has been substantially performed the Contract Administrator will issue a Certificate of (d) the amount of maintenance security required; ' Substantial Performance. and 02) The Contract Administrator will set out in the (e) the amount due the Contractor. ' Certificate of Substantial Performance the date on which the Contract was substantially performed and 03) The Substantial Performance Statutory within 7 days after signing the said certificate the Holdback Release Payment Certificate will be a Contract Administrator will provide a copy to the payment certificate releasing to the Contractor the Contractor. statutory holdback due in respect of work performed up to the date of substantial performance. Payment of 03) Upon receipt of a::.copy of:the Certificate of such statutory holdback shall be made after 45-days Substantial Performance,.;the-Contractor shall forthwith, from the date of publication of the•Certificate--of as required by Section 32(1) Paragraph 5 of the Substantial Performance but subject to the provisions Construction Lien Act, publish a copy of the certificate of the Construction Lien Act and the submission by the in a construction trade newspaper. Such publication Contractor of the following documents: shall include placement in the Daily Commercial News. (a) a release by the Contractor in a form 04) Where the Contractor fails to publish a copy of satisfactory to the Contract Administrator the Certificate of Substantial Performance as required releasing the Owner from all further claims above within 7 days after receiving a copy of the relating to the Contract, qualified by stated certificate signed by the Contract Administrator, the exceptions such as outstanding work or matters Owner may publish a copy of the certificate at the arising out of subsection GC3.14, Claims, Contractor's expense. Negotiations, Disputes; 05) Except as otherwise provided for in Section 31 (b) a statutory declaration in a form satisfactory to of the Construction Lien Act, the 45-day lien period the Contract Administrator that all liabilities prior to the release of holdback as referred to in clause incurred by the Contractor and the Contractor's OPS General Conditions of Contract Subcontractors in carrying out the Contract have (b) a statutory declaration in a form satisfactory to been discharged except for statutory holdbacks the Contract Administrator that all liabilities properly retained; incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract (c) a satisfactory Certificate of Clearance from the have been discharged, qualified by stated Workers' Compensation Board; and exceptions where appropriate; and (d) proof of publication of the Certificate of (c) a satisfactory Certificate of Clearance from the ' Substantial Performance. Workers' Compensation Board. GC8.02.03.06 Certification of Completion GC8.0203.08 Interest ' 01) Upon application by the Contractor, and when 01) Interest due the Contractor is based on simple the Contract reaches Completion, the Contract interest and is calculated using the applicable Rates of Administrator will issue a Completion Certificate. Interest. ' 02) The Contract Administrator.will..set out-in.the. GC8.02.03.09 Interest for late Payment - Completion Certificate the date on which the Work was completed and within 7 days of signing the said 01) When the Contractor has complied with the certificate the Contract Administrator will provide a requirements of the Contract and when payment by the copy to the Contractor. Owner to the Contractor for work performed, or for release of statutory holdback,is delayed by the Owner, GC8.02.03.07 Completion Payment and then the Contractor shall be entitled to payment for Statutory Holdback Release Work performed at the Rate(s) of Interest from a date Payment Certificates or dates derived from the following: 01) When the Contract Administrator issues the Completion Certificate, the Contract Administrator will (a) Progress Payment: a date 30 days after the also issue the Completion Payment Certificate and the Cut-off Date; Statutory Holdback Release Payment Certificate or where appropriate, a combined payment certificate. (b) Subcontract Completion and -Subcontract ' Statutory Holdback: a date 75 days after the 02) The Completion Payment Certificate will show date the subcontract is certified complete; ' (a) measurement and value of work at completion; (c) Substantial Performance and Statutory Holdback: a date 75 days after the date the (b) the amount of the further statutory holdback Certificate of Substantial Performance is based on the value of further work completed published; ' over and above the value of work completed shown in the Substantial Performance Payment (d) Completion and Holdback: a date 75 days Certificate referred to above; and after the date the Contract is certified complete. (c) the amount due the Contractor. GC8.0203.10 Interest for Negotiations and 03) The Completion Statutory Holdback Release Claims Payment Certificate will be a payment certificate 01) Except as hereinafter provided, where a notice releasing to the Contractor the further statutory of negotiation, notice of Intent to claim and the holdback. Payment of such statutory holdback shall subsequent claims are submitted in accordance with be made after 45 days from the date of completion of the time limits and/or procedure described by the Work as established by the Completion Certificate subsection GC3.14,Negotiations,Claims,Disputes,the but subject to the provisions of the Construction Lien Owner will pay the Contractor the Rate(s)of Interest on Act and the submission by the Contractor of the the amount of the negotiated price for the work or on following documents: the amount of the settled claim. Such interest will not ' commence until 30 days after the satisfactory (a) a release by the Contractor in a form satisfactory completion of the work. to the Contract Administrator releasing the Owner from all further claims relating to the 02) Where the Contractor does not attempt to Contract, qualified by stated exceptions where resolve the negotiation or the claim, In an expeditious appropriate; manner, interest shall be negotiable. OPS General Conditions of Contract 33 03) Where the Contractor fails to give notice of a "Cost of Material' means the cost of material claim within the time limit prescribed by subsection purchased, or supplied from stock, and valued at GC3.14, Negotiations, Claims, Disputes, interest shall current market prices, for the purpose of carrying out not be paid. extra work, by the Contractor,or by others when such arrangements have been made by the Contractor for 04) Where a Contractor fails to comply with the completing the Work, as shown by itemized invoices. 30-day time limit and the procedures prescribed by subsection GC3.14,Negotiations,Claims,Disputes,for "Payroll Burden" means the payments in respect of submission of claims, interest shall not be paid for the Workers'compensation,vacation pay,unemployment delay period. insurance, public liability and property damage ' insurance, sickness and accident insurance, pension fund and such other welfare and benefit payments GC8.02.03.11 Owner's Set-off forming part of the Contractor's normal tabour costs and shall include any cost or expense as the Contract 01) Pursuant to Section 12 of the Construction Lien Administrator may approve, which has been incurred Act 1983 - Set-off by Trustee, the Owner may retain by the Contractor for travel, travel time, food, lodging from monies owing to the Contractor:underthis_or any or similar items. other contract an amount sufficient to cover any outstanding or disputed-liabilities including,the.cost.to :,_!Rented Equipment" means equipment°that Is-rented remedy deficiencies, the reduction in value of or leased for the special purpose of Work on a Time substandard portions of the Work,claims for damages and Material Basis from a person, firm or corporation by third parties which have not been determined in that is not an associate or affiliate of the lessee as writing by the Contractor's insurer, undetermined defined by the Securities Act, RSO 1980, Chapter 466, claims by the Owner under paragraph (a) of clause and is approved by the Contract Administrator. GC8.01.02, Variations in Tender Quantities, any assessment due the Workers' Compensation Board 'Operated Rented Equipment" means Rented and any monies to be paid to the workers in Equipment rented or leased for the special purpose of accordance with clause GC8.02.06, Payment of Work on a Time and Material Basis for which an Workers. operator is provided by the supplier of the equipment and for which the rent or lease includes the cost of the 02) Under these circumstances the Owner will give operator. the Contractor appropriate notice of such action. 'Road Work' means the preparation, construction, ' GC8.02.03.12 Delay in Payment finishing and construction maintenance of roads, streets, highways and parking lots and includes all 01) The Owner shall not be deemed to be in default work incidental thereto other than work on structures. ' of the Contract provided any delay in payment does not exceed 30 days from the normal due date. "Sewer and Watermain Work' means the preparation, construction,finishing and construction maintenance of ' sewer systems and watermain systems, and includes GC8.02.04 Payment on a Time and Material all work incidental thereto other than work on Basis structures. GC8.02.04.01 Definitions 'Standby Time"means any period of time which is not considered working time and which together with the 01) For the purposes of this clause the following working time does not exceed 10 hours in any one definitions apply: working day and during which time a unit of equipment ' cannot practically be used on other work but must "Cost of Labour" means the amount of wages, salary remain on the site in order to continue with its assigned and Payroll Burden paid or incurred directly by the task and during which time the unit is in fully operable Contractor to or in respect of labour and supervision condition. actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such 'Structure Work' means the construction, labour and supervision, but shall not include any reconstruction, repair, alteration, remodelling, payment.or,costs incurred-for general supervision, renovation or demolition of any bridge,building,tunnel administration or management time spent on the entire or retaining wall and includes the preparation for and Work or any wages,salary or'Payroll Burden for which the laying of the foundation of any bridge, building, the Contractor is compensated by any payment made tunnel or retaining wall and the installation of by the Owner for equipment. equipment and appurtenances incidental thereto. OPS General Conditions of Contract 'The 127 Rate" means the rate for a unit of equipment used on each Time and Material project at 120%of the as listed in OPSS 127, Schedule'of Rental Rates for Cost of the Material up to$3,000, then at 115%of any Construction Equipment Including Model and portion of the Cost of Material in excess of$3,000. Specification Reference,which is current at the time the work is carried out or for equipment which is not so GC8.0204.06 Payment for Equipmerd listed, the rate which has been calculated by the Owner, using the same principles as used in GC8.0204.06.01 Working Time determining the 127 Rates. 01) The Owner will pay the Contractor for the "Work on a Time and Material Basis" means Changes Working Time of all equipment other than Rented in the Work,Extra Work and Additional Work approved Equipment and Operated Rented Equipment used on by the Contract Administrator for payment on a time the Work on a Time and Material basis at the 127 Rates and material basis. The Work on a Time and Material with a cost adjustment as follows: Basis shall be subject to all the terms, conditions, specifications and provisions of the Contract. (a) Cost$10,000 or less -no adjustment; "Working Time" means each period of time during (b) Cost greater than $10,000 but not exceeding which a unit of equipment is actively and of necessity , $20,000 - payment $10,000 plus 90%`of the engaged on a specific operation and the first 2 hours portion in excess of$10,000; and ' of each Immediately following period during which the unit is not so engaged but during which the operation (c) Cost greater than $20,000 - $19,000 plus 800/. is otherwise proceeding and during which time the unit of the portion in excess of$20,000. cannot practically be transferred to other work but must ' remain on the site in order to continue with its assigned 02) The Owner will pay the Contractor for the tasks and during which time the unit is in a fully Working Time of Rented Equipment used on the Work operable condition. on a Time and Material Basis at 110% of the invoice price approved by the Contract Administrator up to a GC8.0204.02 Daily Work Records maximum of 110%of the 127 Rate. This constraint will be waived when the Contract Administrator approves 01) Daily Work Records prepared as the case may the invoice price prior to the use of the Rented be by either the Contractor's representative or the Equipment. Contract Administrator and reporting the labour and equipment employed and the material used on each 03) The Owner will pay the Contractor for the Time and Material project, shall be reconciled and Working Time of Operated Rented Equipment use on ' signed each day by both the Contractor's the Work on a Time and Material Basis at 110%of the representative and the Contract Administrator.' Operated Rented Equipment invoice price approved by the Contract Administrator prior to the use of the GC8A204.03 Payment for Work equipment on the work on a Time and Material Basis. 01) Payment as herein provided shall be full compensation for all labour,Equipment and Material to GC8.0204.06.02 Standby Time do the work on a Time and Material basis except where there Is agreement to the contrary prior to the 01) The Owner will pay the Contractor for Standby commencement of the work on a Time and Material Time of Equipment at 35% of the 127 Rate or 35% of basis. The payment adjustments shall apply to each the invoice price whichever is appropriate. The Owner individual Change Order authorized by the Contract will pay reasonable costs for Rented Equipment where ' Administrator. this is necessarily retained in the Work Area for extended periods agreed to by the Contract GC8.0204.04 Payment for Labour Administrator. This will include Rented Equipment ' 01) The Owner will pay the Contractor for labour intended for use on other work,but has been idled due - - to the circumstances giving rise to the Work on a Time employed on each Time and Material project at 135% and Material Basis of the Cost of Labour up to$3000,then at 120%of any -portion.of the Cost-of Labour in excess of$3000, 02) In addition, the Owner will include the Cost of Labour of operators or associated labourers who cannot be otherwise employed during the standby GC8.0204.05 Payment for Material period or during urin the rind of idleness 9 Pe caused by the circumstances giving rise to the Work on a Time and 01) The Owner will pay the Contractor for material Material Basis ' OPS General Conditions of Contract '( 03) The Contract Administrator may require Rented Work. 35 i" Equipment idled by the circumstances giving rise to the Work on Time and Material Basis to be returned to 02). Separate summaries shall be completed by the the Lessor until the work requiring the equipment can Contractor according to the standard form'Summary be resumed. The Owner will pay such costs as result for Payment of Accounts on a Time and Material directly from such return. Basis'. Each summary shall include the order number and covering dates of the work and shall itemize 04) When equipment is transported, solely for the separately labour, materials and equipment. Invoices purpose of the Work on a Time and Material Basis,to for materials, Rented Equipment and other charges or from the Working Area on a Time and Material incurred by the Contractor on the Work on a Time and ' Basis, payment will be made by the Owner only in Material Basis shall be included with each summary. eespect of the transporting units. When equipment is moved under its own power it shall be deemed to be. 03) Each month the Contract Administrator will working. The method of moving equipment and the include with the monthly progress payment certificate, rates shall be subject to the approval of the Contract the costs of the Work on a Time and Material Basis Administrator. incurred during the preceding month all in accordance with the contract administrative procedures and the ' Contractor's invoice of the Work on a Time and GC8.0204.07 Payment for Hand Tools Material Basis. 01) Notwithstanding any other provision of this 04) The final"Summary for Payment of Accounts on Section, no payment shall be made to the Contractor a Time and Material Basis" shall be submitted by the for or in respect of hand tools or equipment that are Contractor within 60 days after the completion of the tools of the trade. work on a Time an Material Basis. GC8.02.04.08 Payment for Work By Subcontractors GC8.02.05 Final Acceptance Certificate ' 01) Where the Contractor arranges for work on a 01) After the acceptance of the Work the Contract Time and Material Basis, or a part of it, to be Administrator will issue the Final Acceptance Certificate, performed by Subcontractors on a Time and Material or, where applicable, after the Warranty Period has Basis and has received approval prior to the expired. The Final Acceptance Certificate will not be commencement of the work, in accordance with the issued until all known deficiencies have been adjusted requirements of subsection GC3.10,Subcontracting by or corrected, as the case may be, and the Contractor the Contractor, the Owner will pay the cost of work on has discharged all obligations under the Contract. ' a Time and Material Basis by the Subcontractor calculated as if the Contractor had done the work on a GC8.0206 Payment of Workers Time and Material Basis, plus a markup calculated on the following basis: 01) The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in (a) 200/9 of the first$3,000; plus accordance with the labour conditions set out in the Contract and at intervals of not less than twice a (b) 15%of the amount from$3,000 to$10,000; plus month. (c) 5% of the amount in excess of$10,000. 02) The Contractor shall require each Subcontractor doing any part of the Work to pay the workers ' 02) No further markup will be applied regardless of employed by the Subcontractor on the Work in the extent to which the work is assigned or sublet to accordance with this clause. others. If work is assigned or sublet to an associate, as defined by the Securities Act, RSO 1980, Chapter 03) Where any person employed by the Contractor 466, no markup whatsoever will be applied. or any Subcontractor or other person on the Work is paid less than the amount required to be paid under the Contract, the Owner may set off monies in GC8.02.04.09 Submission of Invoices accordance with clause GC8.02.03.11,Owner's Set-off. ' 01) At the start of the work on a Time and Material Basis, the Contractor shall provide the applicable GC8.02.07 Records labour and equipment rates not already submitted to the Contract Administrator during the course of the 01) The Contractor shall maintain and keep 1 OPS General Conditions of Contract l accurate Records relating to the Work,Changes in the fuels, materials and services, except for refundable Work, Extra Work and claims arising therefrom. Such taxes and duties, shall be included in the Contract Records shall be of sufficient detail to support the total price. cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such original Records until 12 months after the Final Acceptance 02) The Contractor shall pay all taxes, customs Certificate is issued or until all claims have been duties, and excise taxes on all fuels and materials with settled, whichever is longer. The Contractor shall respect to the Contract. Where applicable, the require that Subcontractors employed by the Contractor shall apply for any refunds of taxes and Contractor preserve all original Records pertaining to duties to the appropriate tax levying authority. the Work,changes in the work, Extra Work and claims arising therefrom for.a similar period of time. 03) Any increase or decrease In costs of materials 02) If, in the opinion of the Contract Administrator, and fuels incorporated into the Work due to changes Daily Work Records are required, such records shall in such taxes and duties after the date of the tender report the labour and equipment employed and the closing shall increase or decrease the Contract price material used on any specific portion of the Work. The accordingly. Both parties to the Contract shall assist Daily Work Records shall be reconciled with and the other in applying for refunds,where appropriate, by signed by the Contractor's representative each day. providing receipts, records or other help. 03) The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work and Changes in the Work at any time during the period ' of the Contract in accordance with paragraph 01) of GC8.02.09 liquidated Damages this clause.The Contractor shall supply certified copies of any part of his Records required whenever requested by the Owner. 01) When liquidated damages are specified in the Contract and the Contractor fails to complete the Work GC8.0208 Taxes and Duties in accordance with the Contract, the Contractor shall pay such amounts as are specified in the Contract 01) Taxes, customs duties and excise taxes on all Documents. 1 1 1 OPS General Conditions of Contract