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Home My WebLink About2007-119 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-lAW 2007-119 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Miller Paving Limited, Markham, Ontario to enter into agreement for the King Street Bridge Rehabilitation, Bowmanville, Ontario. THE CORPORATION OF THE MUNICIPALITY OF ClARINGTON HEREBY ENACTS AS FOllOWS: 1 . THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington and seal with the Corporation Seal, a contract between, Miller Paving Limited, of Markham, Ontario, and said Corporation; and 2. THAT the contract attached hereto as Schedule "A" form part of this By-law. By-law read a first and second time this 28th day of May, 2007. By-law read a third time and finally passed this 28th day of May, 2007. .. .. .. - .. .. CORPORATION OF THE MUNICIPALITY OF CLARINGTON - KING STREET BRIDGE REHABILITATION, BOWMANVILLE CONTRACT NO. CL2007-13 - .. .. MARCH 2007 .. .. "II .. .. .. ~~ architects planners .. TSH No. 42-70992 .. - - AGREEMENT ... ... THIS AGREEMENT made in quadruplicate - BETWEEN: MILLER PAVING LTD. - of the Regional Municipality of Durham 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 party of the first part, for and in consideration of the payment or payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict - 1'.,j" 1! :' '.,:.' '" \... !";:..., ~ ,~ ;. . 'i. ~., . t. of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof - have been embodied herein. - - - - Page I of 3 - - - - - - - .... - - - - - - - - - - - DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS King Street Bridge Rehabilitation, Bowmanville, Contract No. CL2007-13 Addendum No.1 dated April 5, 2007 Addendum No.2 dated April 5, 2007 Addendum No.3 dated April 12, 2007 Addendum No.4 dated April 13, 2007 A. TENDER FORM: General Itemized Bid Bond Schedule of Tender Data STANDARD TERMS AND CONDITIONS SCHEDULE C - CONTRACTOR SAFETY INSTRUCTIONS TO TENDERERS SPECIAL PROVISIONS - GENERAL SPECIAL PROVISIONS - TENDER ITEMS STANDARDS PLANS: Drawings No.1 - 16, E1 - E3 STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications and Municipality of Clarington. B. e. D. E. F. G. H. I. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct 92 421 Apr 99 555 Apr 03 614 Sept 84 127 Current 501 Nov 05 570 Aug 90 615 Nov 06 128 Current 510 Nov 06 572 Nov 03 617 Nov 05 180 Current 511 Nov 04 602 Mar 93 902 Nov 02 182 Nov 00 514 Nov 05 603 Mar 93 903 Nov 02 201 Nov 03 518 Nov 06 604 Nov 04 904 Jan 95 206 Nov 00 543 Dec 90 609 Apr 03 905 Nov 06 314 Nov 04 552 Nov 02 610 Nov 06 914 Mar 98 J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999) All Plans and Documents referred to in the Specifications. The Contractor further agrees that he will deliver the whole of the works completed in accordance with this agreement on or before December 1,2007. IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the Contractor for all work done, the unit prices on the Tender. This agreement shall enure to the benefit of and be binding upon the heirs, executors, administrators and assigns of the Contractor and on the heirs and successors of the Purchaser. Page 2 of 3 - - - 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: MILLER PAVING LTD. - - .. in the presence of - - ) ) ) ) ) ) ) ) ) ) ) Pr~- ij.~~~/ 7070? r- I l"i \ ,; \ 1\ , 1\ Date /) , , '" ~ LJ .r:v? lec2 fJ /'-I~71> ~ /(/ . 'v C:: ..s:;: / ;?o :7 Date ,..) 1- \ SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON - - - in the presence of - - - ) ) ) ) ) ) ) ) ) ) - P:142-70992ISpecsICL2007 -13ISpecsICL2007 -13-AGR.doc - - Page 3 of 3 L l l l L L L ~ t \. l L L L L l \.. L L L CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE ADDENDUM NO.4 Contractors are hereby advised of the following modifications to Contract No. CL2007-13: 1. SPECIAL PROVISIONS - TENDER ITEMS Concrete in Structure - Items No. AI.17, AI.18, AI.20, AI.21, AI.22, AI.28, AI.29, AI.41, BI.17, BI.18, BI.20, B1.21, B1.22, 81.28, BI.29 AND BI.41 Page 11 Revise the concrete quantities as follows: Alternative A Item No. ALl7 - Concrete in Substructure 20 m3 Alternative B Item No. B 1.17 - Concrete in Substructure 20m3 All tenders must be submitted on the basis of these modifications. This Addendum shall remain attached to and form part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg, Ontario K9A 5G6 April 13, 2007 P: \42-70992\Specs\CL2007-13\Specs\ADD 4.doc L L l l l l, L L l L L' L l L l L il L L CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE ADDENDUM NO.3 Contractors are hereby advised of the following modifications to Contract No. CL2007-13: l. ITEMIZED BID Part 3 - Bell Relocation Item Nos. 3.01 and 3.02 revise the units to .!!! All tenders must be submitted on the basis of these modifications. This Addendum shall remain attached to and form part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg, Ontario K9A 5G6 April 12, 2007 P:142.70992ISpecsICL2007.I3ISpecsIADD 3.doc L L L L l L " l L l L l- !1 L , .. L L L l l l CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE ADDENDUM NO.2 Contractors are hereby advised of the following modifications to Contract No. CL2007-13: 1. ITEMIZED BID Part 3 - Bell Relocation Item Nos. 3.01,3.02,3.03 and 3.04 revise quantity to 36 Item Nos. 3.03 and 3.04 revise the units to In 2. INSTRUCTIONS TO TENDERERS Page 4. Clause No. IS. Award ofthe Contract The last sentence of the last paragraph shall be revised to read: "Should till tlccepted Tenders htlve tI totti' tender tlmountfor Alterntltive 'A' in excess of tlvtliltlble project budget, the Municiptllity will evtllutlte the tenders btlsed on the tottll tender tlmount bidfor Alterntltive 'B'." 3. SPECIAL PROVISIONS - TENDER ITEMS Concrete in Structure - Items No. AI.17, AI.18, AI.20, A1.21, AI.22, AI.28, AI.29, AI.41, BI.17, BI.18, B1.20, BI.21, BI.22, BI.28, B1.29 AND Bl.41 Page II Revise the concrete quantities as follows: Alternative A Item No. A 1.17 - Concrete in Substructure Item No. A 1.18 - Concrete in Deck and Sidewalks S8m3 209 m3 Alternative B Item No. B 1.17 - Concrete in Substructure Item No. B 1.18 - Concrete in Deck and Sidewalks S8m3 210 m3 L L L L L L CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE 20r3 ADDENDUM NO.2 Break Out and Dispose of Existing Bell Canada FRE- Labour and Equipment - Item No. 3.01 Break Out and Dispose of Existing Bell Canada FRE - Materials - Item No. 3.02 Construdion FRE Duds - Labour and Equipment - Item No. 3.03 Construdion FRE Duds - Materials - Item No. 3.04 Pages 52 and 53 In the last sentence for each of the above Items replace lump sum with "unit". These are to be unit price items paid by the metre. ... 4. DRAWINGS Drawing No.5 " Replace Section details 3, 4 and 5 with those provided on the attached page. ,..........l" \ Drawing No.6 \. L Delete the Section Detail line 3 from the Plan portion of the drawing. The vertical CI5M bars above the Haunch, shown in Section Detail I, are to be extended to the underside of the top sidewalk reinforcing bars as shown on the attached drawing. Drawing No.7 ",. " Replace Section Details 2, 3,4 and Typical Joint Detail with Section Details 2,3,4 and 5 respectively, as shown on the attached drawing. i. Drawing No.8 \ '- Extend the C 15M bars for the bottom portion of the outer parapet wall vertical reinforcement, shown in Section Details I and 2, 200 mm as shown on the attached drawing. .. Drawing No.9 , - ~ For the vertical reinforcement of the parapet wall shown in Section Detail I, delete the reference "C20M @3oo" and replace with "C15M". Drawing No. 13 it The dowel connections shown in Section Detail I and Typical300mm Cut Off Wall detail are replaced with spliced connections as shown on the attached drawing. I. &. I., tilt L L L l L L l l l L L i " '.., L l L l L l L CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE 30r3 ADDENDUM NO.2 Drawing No. 14 Revise the note shown in the Elevation above the Interior Panel regarding the railing to read as follows: "Railing as per DWG. No. 10 with revised post spacing of 2917mm on centre with 1l0mm offset from parapet wall end treatment to centre of outside posts" This detail is shown on the attached drawing. All tenders must be submitted on the basis of these modifications. This Addendum shall remain attached to and form part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg, Ontario K9A 5G6 April 5. 2007 Attachments - Addendum for Drawings 5, 6, 7, 8, 9, 13 and 14. (6 pages) P:\42-70992\Specs\CL2007-13\Specs\ADD 2.doc lilt L AT WINGWAlLS 1524 10F6 1ST. STEEl. fWL TO BE REMOVED EXIST. WlNGWAU; TO BE REWOI/ED 1ST. CONCRETE PARAPET WAll TO BE RDIO\IEl) EXIST. VERT. RElNF. STEEl TO BE REWO\/ED ~ L L EXIST. \/ER1lCAI. REINFORCING STEEl TO BE A8RASI\IE IIlAST ClEANED AND lEF1 IN PlACE (lYP.) ABUT. BRG's 4695 487 L L L l I& EXIST. CONCRETE P/lIW'f:T WALl .. ENO POST TO BE REMO\IED lUIIIT OF REMOYAl EXIST. CONCRETE W1NGWAlL AND IWJNCH TO BE REM<MD L ~s l t ~ .. EXIST. ASPHAlT ON APPROACH TO BE REMOVED EXIST. CONCRETE APPROACH SlAB TO BE REMOVED EXIST. EXPOSED VERT. & TRANS. REINf. STEEL TO REMOVED EXIST. EXPANSION JOINT ASSEMBlY & ALLER MATERIAL TO BE REMOVED ABUT. eRG's EXIST. LONG. REINf. STEEL TO BE ABRASIVE BLAST CLEANED & LEfT IN PlACE l 1ST. EXPOSED TRANS. RElNf. STEEL TO BE REMOVED 1314 120 25mm OEEP SAW CUT EXIST. ASPHAlT & WATERPROOfiNG TO BE REMOVED L 1ST. CONCRETE DECK TO REMAIN LIMIT Of REMOVAL EXIST. STIRRUPS TO BE ABRASIVE BLAST CLEANED & LEfT IN PLACE (TYP.) L L EXIST CONCRETE BALLAST WALL TO REMAIN EXIST. PRECAST CONCRETE GIROER TO REMAIN l REVISIONS FOR DRAWING 5 ;- CL2007-13 1. ADDENDUM NO.2 EXIST CONCRETE ABUTMENT TO REMAIN "'. 451 '. & ScAiT"i':40 XIST. ABUTMENT BEARINGS TO REMAIN ~. L L L L L L 4' ~ l L L L l L L L L l REVISIONS FOR DRAWING 7 DETAILS 3 AND 4 L CL2007-13 .... ADDENDUM NO.2 20F6 1757 5-CI5M TOP FOR APPROACH SlAB DETAlL5 SEE owe No. 12 2-NEW llWFlC 0UCT5 2-5Omm ELECTRICAl DUCTS EXIST. WlNGWAlL EXIST. ROGERS CABlE DUCTS TO BE TEMPORARIIL Y SUPPORTED AND REATTACHED (NORTH SlOE ONLY) & ScAlET:4D ABUT. BRG's J-CI5l1 TOP J 15M BOT. CI5M OWlS 0 JOD IN 2Dmm OIA. ORII.lED HOlES WI1H AN EPOXY RESIN ADHESIVE SYSTEM (MIN. EMBEDMENT - 2JOmm) REINFORCEMENT & scAiLT:4D THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS 7 AND 8 L l L ~ L L L .., L ::IE o N I l L L A L l l L ~ L l L REVISIONS FOR DRAWING 7 " DETAILS 2 AND 5 L.. . CL2007-13 . ADDENDUM NO.2 & ~ 4724 NEW PARAPET WAll SEE DWG No. 9 OWlS TO PARAPET WAll C201l 0 150 (CURB) CI511 TOP AND BOT. 1-1511 E.f. C201l 0 215 457 CI511 0 215 RECONSRUCT WlNGWAlL t --, 1511 0 250 E.W 2Dmm VEE GROOVE AT All SAW CUTS ON WlNGWAllS AND ~ ABUTIlENTS (TYP.) / J2mm EVA fOAll lDOmm DEEP (SEE JOINT DETAIL) I SUBDRAlN TO BE CORED AND GROUTED THROUGH HAUNCH AND WlNGWAll (OPSD-J1D2.100) EXIST. CONCRETE SURfACE TO BE A8RASIVE BlAST ClEANED '" C~TED \WTH A NEAT CEIIENT PASTE BEfORE PlAC1NG NEW CONCRETE EXIST. CONCRETE HAUNCH ill ScAlET:40 & REINf. STEEL NOT SHOWN fOR CLARITY SEE owe No. 6 o o ocx::><:x)o 00 25mm STYROfOAM J8mm EVA fOAll l00mm DEPTH NEW CONCRETE CAP ON WlNGWAll '" HAUNCH 1-1511 E.f. EXIST. REINf. TO BE BENT IN nEW (TYP.) EXIST. CONCRETE WlNGWAll TYPICAL JOINT DETAIL SCAlE 1:40 30F6 ABUT. BRG's L EXIST. PRECAST CONCRETE GIROER r.r. ABUT. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS 7 AND 8 f - \. 40F6 'i L. 2525 EXIST. UTlUlY DUCTS TO REMAIN L 1200 1000 (IN') ,C2OW 0 150 I (IN' WITH EXIST. REINfORCING STEEL) NEW ASPHAlT AND WATERPROOrING SYSTEM (9Omm TOTAl)(OPSO ~70.1oo) 50 L 1000 (IN') 50 2-50mm ELECTRICAl. DUCTS 200 L ~ ~ L DRIP STOP (TYP.)(OPSD 3904.040) EXIST. CONCRETE GIRDER TO REMAIN L 1026 1915 l AT DECK & scAiTT:4O \., L L 2525 L l 1200 50 1000 (IN') 50 I " L NEW ASPHAlT AND WATERPROOfING SYSTEM (9Omm TOTAl)(OPSD 3370.100) CI5M 0 150 C20M 0 300 2-75mm TRAfTlC DUCTS " 1915 L AT ABUTMENT & SCAlET:40 L REVISIONS FOR DRAWING 8 DETAILS 1 AND 2 L CL2007-13 ' ADDENDUM NO.2 THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS 6 AND 7 L ON L. l L L L C20M\\ L L l L l L 50F6 2525 50 50 C 1 5M AT 300 L j"'j C15M (TYP.) 50mm STYROFOAM /1 38mm EVA FOAM 25mm STYROFOAM~ I :' ~ 100mm DEPTH I . ~ EXIST. CONCRETE SURFACE TO -.--! ..' 25mm STYROFOAM BE ABRASIVE BLAST CLEANED & 457 407 NEW CONCRETE COATED WITH A NEAT CEMENT CAP ON WINGWALL PASTE BEFORE PLACING NEW & HAUNCH CONCRETE EXIST. CONCRETE WINGWALL EXIST. CONCRETE HAUNCH ill SCA~ 50 REVISIONS FOR DRAWING 6 I SECTION DETAIL 1 (SAME FOR BOTH NORTH AND SOUTH SIDES) .. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS 7 AND 8 L L .. L L L CL2007-13 ... . ADDENDUM NO.2 2525 2125 FOR RAIlING DETAILS SEE DWG 10 25 JOO 25 SECTION AT PARAPET WAll ill ScAiI'T:50 REVISIONS FOR DRAWING 9 SECTION DETAIL 1 L 60F6 17~1 I .., '157 L! L LJ ...., LJ .~. L L L 1YPICAL JOllmm cur OfT WM.L (~~~ 1"IPICAI JOOmm cur OfT WAIl (NW. SW. SE 0U0DRAIllS) l REVISIONS FOR DRAWING 13 SECTION DETAIL 1 AND TYPICAL 300mm CUT OFF WALL L L L -. L ,,.j L ~ NEW CONCflEl[ PARAPET WAll FOR DETAILS SEE DWC, No. 14 \ EXPANsiON JOINT 'IN SIlE-..c AND p~ WAll L PART. ELEVATION SCAI.E 1:50 L. REVISIONS FOR DRAWING 14 RAILING DETAIL FOR ALT. 'B' l .. L L CL2007-13 .. ADDENDUM NO.2 .. L. L L l L L L l L L L L L ~ ? \. , .. L L CONTRACT NO. CL2007-13 MUNICIPALITY OF CLARINGTON KING STREET BRIDGE REHABILITATION, BOWMANVILLE ADDENDUM NO.1 Contractors are hereby advised of the following modifications to Contract No. CL2007-13: ITEMIZED BID Please insert Page 10 of 14 (attached) into the Itemized Bid and ensure that it is included with your bid submission. All tenders must be submitted on the basis of this modification. This Addendum shall remain attached to and form part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg, Ontario K9A 5G6 April 5, 2007 Attachment - Itemized Bid (Page 10 of 14 pages) P: \42-70992\Specs\CL2007-13\Specs\ADD I.doc L ITEMIZED BID CONTRACT NO. CL2007-13 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for \. Contract No. CL2007-13 for the following unit prices. \ ... Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality ofCIarington Design Guidelines and Standard Drawings L L L Item No. Spec No. Description Unit Quantity Unit Price Total A2.04 604 Low Voltage Cables, in Ducts SP a)#4AWG m 996 a) #8 AWG m 1,461 A2.05 609 Ground Wires SP a) #6 A WG Insulated m 422 b) #6 AWG Bare m 6 A2.06 609 Ground Electrodes ea 3 SP A2.07 610 Removal of Electrical Equipment LS SP A2.08 614 Supply Control Cabinet Assembly ea 1 SP A2.09 615 Decorative Concrete Poles, Base ea 14 SP Mounted A2.10 617 Decorative Roadway Lighting ea 14 SP Luminaires and Bracket Assemblies Total Part 2- Lighting Alternative 'A' (Carried to Summary) PART 2: LIGHTING - ALTERNATIVE 'B' B2.01 602 Electrical Handholes ea 4 SP a) 460 mm Dia. (OPSD 2112.02) B2.02 603 Rigid Ducts, Direct Buried SP a) 1-50 mm m 193 b) 2-50 mm m 4 B2.03 603 Rigid Ducts by Subsurface Installation SP a) 2-50 mm m 45 B2.04 604 Low Voltage Cables, in Ducts SP a) #8 AWG 1,335 m B2.05 609 Ground Wires SP a) #6 A WG Insulated 380 m I I L '- L \. L L L ! '- L .. L l L Page 10 of 14 pages .. - PROJECT: .... AUTHORITY: .. CONTRACT ADMINISTRATOR: - - .. TENDERER: - - - .... - .... .. TENDERS RECEIVED BY: .. .. P/42-709921Specs/CL2007-I3/Specs/22080-TF-SignDocs doc ... ... -- TENDER FOR CONTRACT NO. CL2007-13 KING STREET BRIDGE REHABILITATION, BOWMANVILLE CORPORATION OF THE MUNICIPALITY OF CLARINGTON TOTTEN SIMS HUBICKI ASSOCIATES ENGINEERS, ARCHITECTS and PLANNERS 513 DIVISION STREET COBOURG, ONTARIO. K9A5G6 Telephone: 905-372-2121 Fax: 905-372-3621 Miller Pavin~ Ltd. Name 4615 Thickson Road North, P.O. Box 520, Sta. Brooklin WHITBY, Ontario LIM IB5 Address (include Postal Code) Tel: 905-655-3889 Fax: 905-655-8748 Telephone and Fax Numbers Joe Bunting Name of Person Signing Vice-President Position of Person Signing Ms. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street BowmanviIIe, Ontario LIC 3A6 Page 1 of 9 pages lire - lire - .. - - .. - - - - - - .. - .. - - TENDER CONTRACT NO. CL2007-13 To: The Mayor and Members of Council Corporation of the Municipality of Clarington Re: Contract No. CL2007-13 King Street Bridge Rehabilitation, Bowmanville Dear Mayor and Council: The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as part of the work to be done under this Contract. The Contractor understands and accepts the said Plans, Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and Conditions. The Contractor understands and accepts that the quantities shown are approximate only, and are subject to increase, decrease, or deletion entirely if found not to be required. Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100% Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of receipt of Notice of Acceptance of the Tender. Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post, addressed to the Contractor at the address contained in this Tender. Page 2 of 9 pages ITEMIZED BID CONTRACT NO. CL2007-13 - - In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-13 for the following unit prices. Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings .. - Item No. Spec No. Description Unit Quantity Unit Price Total PART 'A': STRUCTURE REHABILITATION ALTERNATIVE A A1.01 543,554 Maintenance of Traffic LS 33,000.00 33,000.00 SP A1.02 507,510 Removals: SP a) Concrete Curb & Gutter/Curb m 16 53.56 856.96 b) Concrete Sidewalk 2 24 53.87 1,292.88 m c) Asphalt on Approaches 2 500 10.01 5,005.00 m d) Asphalt on Concrete Surfaces 2 2,080 9.22 19,177.60 m Al.03 314,501 Granular Material SP a) Granular 'A' m\p) 70 65.32 4,572.40 A1.04 MOC,310 HL-3 Hot Mix Asphalt t 500 152.67 76,335.00 SP A1.05 405 a) 150 mm Dia Perforated CSP m 56 73.92 4,139.52 SP Subdrain Filter Wrapped b) 150 mm Non-perforated CSP m 20 42.98 859.60 c) Armtec Rodent Grates ea 4 92.91 371.64 AI.06 MOC, 351 Concrete Sidewalk 91.69 2,934.08 2 32 a) Std C-307 m A1.07 MOC, 353 Concrete Curb and Gutter/Curb a) OPSD 600.040 m 16 114.96 1,839.36 A.I08 552 Steel Beam Guide Rail SP a) Connection to End Posts ea 4 1,782.97 7,131.88 b) Steel Beam Guide Rail With m 19 179.23 3,405.37 Channel c) Steel Beam Guide Rail Without m 29 159.58 4,627.82 Channel A1.09 555 a) Eccentric Loader End Treatments ea 2 5,244.03 10,488.06 b) Extruder End Treatment ea I 4,779.37 4,779.37 A1.IO 408 Adjust Manholes and Catch Basins ea 2 433.38 866.76 SP (Provisional Item) - ... - - - .. ... .. - - .. .. .. - .. Page 3 of 9 pages ... ITEMIZED BID CONTRACT NO. CL2007-13 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for ... Contract No. CL2007 -13 for the following unit prices. ... Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality of Clarington Design Guidelines and Standard Drawings - Item No. Spec No. Description Unit Quantity Unit Price Total ALII 532 Final Pavement Markings SP a) 10 cm Solid Yellow m 280 7.84 2,195.20 b) 10 cm Broken White m 420 7.84 3,292.80 c) 10 cm Solid White m 290 7.84 2,273.60 e) 60 cm Solid White m 11 46.47 511.17 d) Pavement Marking Symbols ea 4 265.52 1,062.08 A.1.12 532 Temporary Pavement Markings +,:700 ~ SP a) 10 cm Blackout Tape 3,960 6.30 24,948.00 m Obliterating by Water Blasting b) 10 cm Solid Yellow m 800 9.12 7,296.00 c) 10 cm Solid White m 1,000 9.12 9,120.00 d) 10 cm Broken White m 100 9.12 912.00 e) 20 cm Condensed Broken m 180 17.91 3,223.80 White f) Pavement Marking Symbols . ea 3 310.10 930.30 A1.13 577 Silt Fence Barrier (OPSD-219.130) m 200 17.96 3,592.00 SP A1.14 206,510, Removal and Disposal of Existing LS 66,318.14 66,318.14 902,928 Structure SP A1.15 539 Roadway Protection LS 14,647.24 14,647.24 SP A1.16 904,905 Dowels into Concrete ea 524 37.10 19,440.40 SP A1.l7 904,905 Concrete in Substructure LS 60,021.83 60,021.83 SP A1.18 904,905 Concrete in Deck and Sidewalks LS 213,734.58 213,734.58 SP A1.19 SP Impressed Concrete (Provisional Item) a) Brick Paver Pattern LS 1,700.00 1,700.00 b) Watercourse Pictorial LS 2,800.00 2,800.00 Al.20 904,905 Concrete in Median LS Deleted Deleted SP .. ... ... - - .. ... ... - ... ... .... - - - Page 4 of 9 pages - ITEMIZED BID CONTRACT NO. CL2007-13 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for _ Contract No. CL2007-13 for the following unit prices. ... Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality ofClarington Design Guidelines and Standard Drawings - Item No. Spec No. Description Unit Quantity Unit Price Total A1.21 904,905 Concrete in Approach Slabs LS 54,430.34 54,430.34 SP A1.22 904,905 Concrete in Parapet Walls LS 89,064.99 89,064.99 SP Al.23 908,911 Pedestrian Handrail LS 116,828.98 116,828.98 SP Al.24 928 Concrete Removal - Partial Depth - m3 5 2,806.78 14,033.90 Type A Al.25 928 Concrete Removal - Partial Depth - m3 1 3,826.85 3,826.85 Type B Al.26 928 Concrete Removal - Partial Depth - 3 1 3,323.20 3,323.20 m TypeC A1.27 929 Abrasive Blast Cleaning of 2 120 32.88 3,945.60 m Reinforcing Steel A1.28 930 Concrete Patches, Formed Surfaces 3 5 4,131.58 20,657.90 m SP A1.29 930 Concrete Patches, Unformed Surfaces 3 1 8,624.68 8,624.68 m SP Al.30 930 Concrete Patches, Proprietary Product 3 1 17,717.60 17,717.60 m SP A1.31 914 Form and Fill Grooves m 92 21.24 1,954.08 A1.32 914 Asphalt Membrane Waterproofing 2 1,830 30.95 56,638.50 m SP A1.33 914 Membrane Reinforcement m 216 9.30 2,008.80 A1.34 913 Embedded Work in Structure 16,595.02 16,595.02 SP a) Lighting LS b) Traffic Duct LS 5,177.65 5,177.65 Al.35 Not Used No Bid A1.36 SP RSS Wall - Design and Install LS 9,671.75 9,671.75 A1.37 SP Surface Sealing of Concrete 2 320 29.81 9,539.20 m A1.38 570 Topsoil (Imported) 3 15 73.09 1,096.35 m SP A1.39 571 Sod (Nursery), Staked 2 150 7.87 1,180.50 m SP - .. - ., - - - - ., - ... .. ... - - Page 5 of 9 pages .. ITEMIZED BID CONTRACT NO. CL2007-13 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for .. Contract No. CL2007-13 for the following unit prices. ... Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality ofClarington Design Guidelines and Standard Drawings - Item No. Spec No. Description Unit Quantity Unit Price Total A 1.40 928 Scarifying 2 144 25.33 3,647.52 m SP Al.41 904 Concrete in Toe Wall LS 4,073.71 4,073.71 SP Al.42 SP Asphalt Cement Price Adjustment LS 5,000.00 Allowance Total Part 'A' (Carried to Summary) 1,068,739.56 PART'C': GENERAL ITEM - AL TERNA TIVE A C1 SP Bonds, Insurance and Maintenance LS 12,350.00 12,350.00 RMDSS Security Total Part 'C' (Carried to Summary) 12,350.00 PART 2 - ELECTRICAL PART 2: LIGHTING ALTERNATIVE 'A' A2.01 602 Electrical Handholes ea 4 635.00 2,540.00 SP a) 460 mm Dia. (OPSD 2112.02) A2.02 603 Rigid Ducts, Direct Buried SP a) I-50 mm m 193 18.33 3,537.69 b) 2-50 mm m 4 25.00 100.00 A2.03 603 Rigid Ducts by Subsurface Installation SP a) 2-50 mm m 45 77.00 3,465.00 A2.04 604 Low Voltage Cables, in Ducts SP a) #4 AWG 996 4.26 4,242.96 m a) #8 AWG m 1 ,461 2.50 3,652.50 A2.05 609 Ground Wires SP a) #6 A WG Insulated m 422 3.22 1,358.84 b) #6 A WG Bare m 6 3.33 19.98 A2.06 609 Ground Electrodes ea 3 166.67 500.01 SP .. - .... - .. .. - - .. ... - - .. - - Page 6 of 9 pages .. ITEMIZED BID CONTRACT NO. CL2007-13 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for _ Contract No. CL2007-13 for the following unit prices. .. Spec. No. SP (P) RMDSS MOC The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Refers to Special Provisions Plan Quantity Payment Item Regional Municipality of Durham Standard Specifications Municipality ofClarington Design Guidelines and Standard Drawings - Item No. Spec No. Description Unit Quantity Unit Price Total A2.07 610 Removal of Electrical Equipment LS 5,681.00 5,681.00 SP A2.08 614 Supply Control Cabinet Assembly ea 1 1,600.00 1,600.00 SP A2.09 615 Decorative Concrete Poles, Base ea 14 3,428.57 47,999.98 SP Mounted A2.1O 617 Decorative Roadway Lighting ea 14 1,892.86 26,500.04 SP Luminaires and Bracket Assemblies Total Part 2- Lighting Alternative 'A' (Carried to Summary) 101,198.00 PART 3 - BELL RELOCATION 3.01 SP Break Out and Dispose of Existing m 36 1,335.00 48,060.00 Bell Canada FRE Ducts in Sidewalks - Labour & Equipment 3.02 SP Break Out and Dispose of Existing m 36 248.00 8,928.00 Bell Canada FRE Ducts in Sidewalks- Materials 3.03 904 Construct FRE Ducts - Labour & m 36 1,214.00 43,704.00 SP Equipment 3.04 904 Construct FRE Ducts - Materials m 36 1,090.00 39,240.00 SP Total Part 3 - Bell Relocation (Carried to Summary) 139,932.00 SUMMARY -ALTERNATIVE 'A' Total Part 'A' - Alternative 'A' 1,068,739.56 Total Part 'C' - General Item, Alternative 'A' 12,350.00 Total Part '2' - Lighting, Alternative 'A' 101,198.00 Total Part '3' - Bell Relocation 139,932.00 Total (excluding GST) 1,322,219.56 GST (6% of Total) 79,333.17 TOTAL TENDER AMOUNT (AL TERNA TlVE A) 1,401,552.73 - - - .. - - - .. - .. - - - - Tenderer's GST Registration No. R122497878 P:\42-70992\Specs\CL2007-13\Specs\[CL2007-13-ltem Bid-SignDocs.xls]Signing Docs - Page 7 of 9 pages -- AGREEMENT TO BOND (to be completed by Bondin!! Company) CONTRACT NO. CL2007-13 - Bond No.: TS-8004748-130 - - WE, the Undersigned, HEREBY AGREE to become bound as Surety for Miller Paving 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. CL2007-13 is accepted by the Authority. - - IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void. - - DATED AT Toronto this 10th day of April 2007 - - The Guarantee Company of North America Name of Bonding Company - - A. M. Sheehan Signature of Authorized Person Signing for Bonding Company (BONDING COMPANY SEAL) - Attorney-in-Fact Position .. ... - (This Form shall be completed and attached to the Tender Submitted). - - Page 8 of 9 pages .. .. - - - .. - - .. - - - - - .. - - - - SCHEDULE OF TENDER DATA CONTRACT NO. CL2007-13 The work specified in the Contract shall be performed in strict accordance with the following Schedule: A. TENDER FORM: General Itemized Bid Agreement to Bond Schedule of Tender Data STANDARD TERMS AND CONDITIONS SCHEDULE C - CONTRACTOR SAFETY INSTRUCTIONS TO TENDERERS SPECIAL PROVISIONS - GENERAL SPECIAL PROVISIONS - TENDER ITEMS STANDARDS PLANS: Drawings No.1 - 16, El - E3 STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario Provincial Standard Specifications and Municipality ofClarington. Pages I and 2 Pages 3 to 9 Page 8 Page 9 Page 1 to 9 B. C. D. E. F. G. H. I. Pages 1 to 4 Pages 1 to 15 Pages 1 to 53 OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 102 Oct 92 421 Apr 99 555 Apr 03 614 Seot 84 127 Current 501 Nov 05 570 Aug 90 615 Nov 06 128 Current 510 Nov 06 572 Nov 03 617 Nov 05 180 Current 511 Nov 04 602 Mar 93 902 Nov 02 182 Nov 00 514 Nov 05 603 Mar 93 903 Nov 02 201 Nov 03 518 Nov 06 604 Nov 04 904 Jan 95 206 Nov 00 543 Dec 90 609 Apr 03 905 Nov 06 314 Nov 04 552 Nov 02 610 Nov 06 914 Mar 98 J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999) The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms contained herein. The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax requirements, so that it is able to do business in Ontario. Yes x No By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans and Specifications, for Contract No. CL2007-13, executed by me/us bearing date the 16th day of April 2007 and we have fully read all related doeU'];Certder data as listed aliove. SIGNA TURE: ~ .1.3- ~ POSITION Vice-President NAME OF FIRM Miller Paving Ltd. (COMPANY SEAL) Privacy Leeislation Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that we have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner in this tender. This personal information, which includes, but is not limited to, the employees' names, education, work and project history, professional designations and qualifications. This CONSENT permits the owner to disclose this personal information to the Engineer (owner or agent) for the purpose of evaluating our bid. In the event that the tender is successful, this personal information may also be used in project administration, for contact purposes. This is Page 9 of 9 Pages to be submitted as the Tender Submission for Contract No. CL2007 -13 .. ... iI. ... .. .. ... .. ; ... i.. II. .. ... .. .. ... ,.. ... ... CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-13 , ST ANDARD TERMS AND CONDITIONS P / 42 - 70992/Spccs/C L2007 -13/Specsrr &C.doc J j .J , .. .J .J i wi J J j j j .J .J J J j J J ... STANDARD TERMS AND CONDITIONS 1 -- ... The Municipality ofClarington's "Standard Terms and Conditions" shall apply to this Contract except where noted below. ... . Clause 8 of the "Standard Terms and conditions" shall be superceded by Clause 7, "Payments" of the "Special Provisions - General" Section of the Contract. .. . Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause 2, "Guaranteed Maintenance" of the "Special Provisions - General" Section of the Contract. ... . Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract. ~ ... . Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause 6.03.02 of the OPS General Conditions of Contract (September 1999) which requires a $5,000,000.00 liability coverage. ... . Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 18, "Workplace Hazardous Materials Information System (WHMIS)" of the "Special Provisions - General" Section of the Contract.. \ ... '- ... ... Ill. ... L '- ... .. .. .J STANDARD TERMS AND CONDITIONS 2 .J 1. DEFINITIONS Municipality - The Corporation of the Municipality of Clarington, its successors and assigns. J Bidder - The person, firm or corporation submitting a bid to the Municipality. J Company - The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it successors and assigns. Contract - The purchase order authorizing the company to perform the work, purchase order alterations, the document and addenda, the bid, and surety. J Subcontractor - A person, firm or corporation having a contract with the company for, or any part of, the work. J Document - The document(s) issued by the Municipality in response to which bids are invited to perform the work in accordance with the specifications contained in the document. j Bid - An ofter by a Bidder in response to the document issued by the Municipality. Work - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be done, furnished or performed by the company, which are subject to the Contract. j 2. SUBMISSION OF BID Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #2006- 127 and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for evaluating bids, awarding and administering the contract in accordance with the Purchasing By- law. J The bid must be submitted on theform(s) and in the envelope supplied by the Municipality unless otherwise provided herein. The envelope must not be covered by any outside wrappings, Le. courier envelopes or other coverings. .J The bid must be signed by a designated signing officer of the Bidder. J If a joint bid is submitted, it must be signed on behalf of each of the Bidders. j The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing must be initialled by the Bidder's authorized signing officer. The bid must not be restricted by a covering fetter, a statement added, or by alterations to the document unless otherwise provided herein. j Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's bidder's list. J h uld I\,;celved alter tlle closirlg dene and tlllle ""Iii nut be consioered cHId Will be retumed, unopened. Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final. J J J j J \ ~ .. ... ... ~. .. ... .. .. ... .... .. .. -- .. ... .. ... \ .. ... STANDARD TERMS AND CONDITIONS 3 3. CONTRACT The contract consists of the documents aforementioned. The contract and portions thereof take precedence in the order in which they are named above, notwithstanding the chronological order in which they are issued or executed. The intent of the contract is that the Company shall supply work which is fit and suitable for the Municipality's intended use and complete for a particular purpose. None of the conditions contained in the Bidder's standard or general conditions of sale shall be of any effect unless explicitly agreed to by the Municipality and specifically referred to in the purchase order. 4. CLARIFICATION OF THE DOCUMENT Any clarification of the document required by the Bidder prior to submission of its bid shall be requested through the Municipality's contact identified in the document. Any such clarification so given shall not in any way alter the document and in no case shall oral arrangements be considered. Every notice, advice or other communication pertaining thereto will be in the form of a written addendum. No officer, agent or employee of the Municipality is authorized to alter orally any portion of the document. 5. PROOF OF ABILITY The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as well as that of any proposed subcontractor, to perform the work by the specified delivery date. 6. DELIVERY Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by the Company as soon as possible and in any event within the period set out herein as the guaranteed period of delivery or completion after receipt of a purchase order therefor. A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other such receiver shall not bind the Municipality to accept the work covered thereby, or the particulars of the delivery ticket or piece tally thereof. Work shall be subject to further inspection and approval by the Municipality. The Company shall be responsible for arranging the work so that completion shall be as specified in the contract. Time shall be of the essence of the contract. 7. PRICING Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination. Prices shall be firm for the duration of the contract. Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to the full requirements of the bid. No claims for extra work will be entertained and any additional work must be authorized in writing prior to commencement. Should the Company require more information or clarification on any point, it must be obtained prior to the submission of the bid. Payment shall be full compensation for all costs related to the work, including operating and overhead costs to provide work to the satisfaction of the Municipality. j STANDARD TERMS AND CONDITIONS 4 .J All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax shall be extra and not shown, unless otherwise specified herein. j If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall arrange its shipping procedures so that its agent or representative in Canada is the importer of record for customs purposes. f .. Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of Canada or the Province of Ontario become directly applicable to work specified in this document subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be made to compensate for such changes as of the effective date thereof. J 8. TERMS OF PAYMENT .J Where required by the Construction Lien Act appropriate monies may be held back until 60 days after the completion of the work. j Payments made hereunder, including final payment shall not relieve the company from its obligations or liabilities under the contract. J Acceptance by the company of the final payment shall constitute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance with the contract and still unsettled. J The Municipality shall have the right to withhold from any sum otherwise payable to the company such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it. J Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract requirements being completed and work being deemed satisfactory. PATENTS AND COPYRIGHTS J 9. The company shall, at its expense, defend all claims, actions or proceedings against the Municipality based on any allegations that the work or any part of the work constitutes an infringement of any patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages, charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned to the Municipality by reason thereof. j The company shall pay all royalties and patent license fees required for the work. J If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's expense, replace the infringing work with non-infringing work or modify it so that U i;.;. 'w\iorr<:. r!.~ ICftgsr (n~:i lngcs. .J 10. ALTERNATES J Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any bid proposing an alternate will not be considered unless otherwise specified herein. .J 11. EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final. j 12. ASSIGNMENT AND SUBCONTRACTING The company shall not assign or subcontract the contract or any portion thereof without the prior written consent of the Municipality. J J ... .. ... ... ... ... ... .... 1 .. ... ,: l. .. .. ~ .. ... .. \ .. ... STANDARD TERMS AND CONDITIONS 5 13. FINANCING INFORMATION REQUIRED OF THE COMPANY The Municipality is entitled to request of the Company to furnish reasonable evidence that financial arrangements have been made to fulfill the Company's obligations under the Contract. 14. LAWS AND REGULATIONS The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws pertaining to the work and its performance. The company shall be responsible for ensuring similar compliance by suppliers and subcontractors. The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario. 15. CORRECTION OF DEFECTS If at any time prior to one year after the actual delivery date or completion of the work (or specified warranty/guarantee period if longer than one year) any part of the work becomes defective or is deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the requirements of the contract, the company, upon request, shall make good every such defect, deficiency or failure without cost to the Municipality. The company shall pay all transportation costs for work both ways between the company's factory or repair depot and the point of use. 16. BID ACCEPTANCE The Municipality reserves the right to award by item, or part thereof, groups of items, or parts thereof, or all items of the bids and to award contracts to one or more bidders submitting identical bids as to price; to accept or reject any bids in whole or in part; to waive irregularities and omissions, if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the Municipality for its decision in this regard. Bids shall be irrevocable for 90 days after the official closing time. The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award to a bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to the extent described in the notice of award. 17. DEFAULT BY COMPANY a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its insolvency or in respect of any of its property; or if the company makes a general assignment for the benefit of its creditors; then, in any such case, the Municipality may, without notice: terminate the contract. b. If the company: fails to comply with any request, instruction or order of the Municipality; or fails to pay its accounts; or fails to comply with or persistently disregards statutes, regulations, by-laws or directives of relevant authorities relating to the work; or fails to prosecute the work with skill and diligence; or assigns or sublets the contract or any portion thereof without the Municipality's prior written consent; or refuses to correct defective work; or is otherwise in default in carrying out its part of any of the terms, conditions and obligations of the contract, then, in any such case, the Municipality may, upon expiration of ten days from the date of written notice to the company, terminate the contract. c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to any other rights or remedies the Municipality may have and without incurring any liability whatsoever in respect thereto. J STANDARD TERMS AND CONDITIONS 6 j d. If the Municipality terminates the contract, it is entitled to: .J i) take possession of all work in progress, materials and construction equipment then at the project site (at no additional charge for the retention or use of the construction equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstances; j ii) withhold any further payments to the company until the completion of the work and the expiry of all obligations under the Correction of Defects section; J iii) recover from the company loss, damage and expense incurred by the Municipality by reason of the company's default (which may be deducted from any monies due or becoming due to the company, any balance to be paid by the company to the Municipality). .J 18. CONTRACT CANCELLATION The Municipality shall have the right, which may be exercised from time to time, to cancel any uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation, the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to the Company for loss of anticipated profit on the cancelled portion or portions of the work. j J 19. QUANTITIES Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be accurate, are fumished without any liability on behalf of the Municipality and shall be used as a basis for comparison only. J Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the Municipality. J 20. SAMPLES j Upon request, samples must be submitted strictly in accordance with instructions. If samples are requested subsequent to opening of bids, they shall be delivered within three (3) working days following such request, unless additional time is granted. Samples must be submitted free of charge and will be retumed at the bidder's expense, upon request, provided they have not been destroyed by tests, or are not required for comparison purposes. J The acceptance of samples by the Municipality shall be at its sole discretion and any such acceptance shall in no way be construed to imply relief of the company from its obligations under the contract. J Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where applicable. J LI. ~UKt:..1 Y The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or other form of surety, in an amount determined by the Municipality. This surety may be held by the Municipality until 60 days after the day on which all work covered by the contract has been completed and accepted. The surety may be retumed before the 60 days have elapsed providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB _ Workplace Safety Insurance Board has been received. J J The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy fidelity bonding requirements by providing such bonding in an amount and form determined by the Municipality. J Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall make the award of the Contract by the Municipality subject to withdrawal. J J ... !III ... .. .. ... lilt .. .. .. ... lilt ... .. ... ... .. ... ... STANDARD TERMS AND CONDITIONS 7 22. WORKPLACE SAFETY AND INSURANCE BOARD All of the Contractor's personnel must be covered by the insurance plan under the Workplace Safety and Insurance Act, 1997, or must provide an identification number from the WSIB verifying their status as an "Independent Operator". Upon request by the Municipality, an original Letter of Good Standing from the Workplace Safety and Insurance Board shall be provided prior to the commencement of work indicating all payments by the Company to the board have been made. Prior to final payment, a Certificate of Clearance must be issued indicating all payments by the Company to the Board in conjunction with the subject Contract have been made and that the Municipality will not be liable to the Board for future payments in connection with the Company's fulfilment of the contract. Further Certificates of Clearance or other types of certificates shall be provided upon request. For Independent contractors I Owners I Operators who do not have WSIB coverage, the following shall be provided upon request by the Calling Agency: Single Independent Contractors I Owners I Operators shall provide a letter from the Workplace Safety & Insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining worker/lndependent Operator status", issued by the Workplace Safety & Insurance Board. (For more information, please contact your local Workplace Safety & Insurance Board Office and refer to this clause.) Single Independent Contractors I Owners I Operators must also provide a certificate from the Workplace Safety & Insurance Board confirming they have purchased the optional WSIB coverage. The Municipality of Clarington has the right to reject any bid it deems to provide insufficient coverage. 23. INSURANCE The company shall maintain and pay for Comprehensive General Liability insurance including premises and all operations. This insurance coverage shall be subject to limits of not less than $3,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such other coverage or amount as may be requested. The policy shall include the Municipality as an additional insureds in respect of all operations performed by or on behalf of the Company. A certified copy of such policy or certificate shall be provided to the municipality prior to commencement of the work. Further certified copies shall be provided upon request. 24. LIABILITY The company agrees to defend, fully indemnify and save harmless the Municipality from all actions, suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury including death to any person and all damage to any property which may arise directly or indirectly by reason of a requirement of the contract, save and except for damage caused by the negligence of the Municipality or its employees. The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or any of its employees shall be made a party to any charge under the Occupational Health and Safety Act in relation to any violation of the Act arising out of this contract. 25. VISITING THE SITE The Company shall carefully examine the site and existing building and services affecting the proper execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions. No claim for extra payment will be allowed for work or difficulties encountered due to conditions of the site which were visible or reasonably inferable, prior to the date of submission of Tenders. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. . J STANDARD TERMS AND CONDITIONS 8 .J 26. SAFETY The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. J Without limiting the generality of the foregoing, the Company shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Company's obligations under this Contract. J j The Company shall be aware of and conform to all governing regulations including those established by the Municipality relating to employee health and safety. The Company shall keep employees and subcontractors informed of such regulations. J The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. j 27. UNPAID ACCOUNTS The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating to the work. The Municipality shall have the right at any time to require satisfactory evidence that the work in respect of which any payment has been made or is to be made by the Municipality is free and clear of liens, attachments, claims, demands, charges or other encumbrances. J 28. J SUSPENSION OF WORK The Municipality may, without invalidating the contract, suspend performance by the company from time to time of any part or all of the work for such reasonable period of time as the Municipality may determine. J The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. j 29. CHANGES IN THE WORK The Municipality may, without invalidating the contract, direct the Company to make changes to the work. When a change causes an increase or decrease in the work, the contract price shall be increased or decreased by the application of unit prices to the quantum of such increase or decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the Municipality and the Company. All such changes shall be in writing and approved by the Municipality . J J 30. CONFLICT OF INTEREST 31. 32. No employee or member of Council of the Municipality shall sell goods or services to the Municipality j.... ar:corcance with tho? ~.11.'nicipalitv of ChrirfJtcm Polrr:y or have ? direct or indi:-scl inte~est in a Cvi lil-'Clitj ui own a C0i1I\Jar,y WhlC,1l seilS goods or services to tne Municipality. j MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA) j All correspondence, documentation, and information provided to staff of the Municipality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act. .J Offerers are reminded to identify in their proposal material any specific scientific, technical, commercial, proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete proposals are not to be identified as confidential. J CRIMINAL BACKGROUND CHECKS J "The successful service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perform a criminal j -... STANDARD TERMS AND CONDITIONS 9 ... ... background check including Criminal Code (Canada) convictions, pardoned sexual offences, records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and Food and Drugs Act and all outstanding warrants and charges for every individual who may come into direct contract with youth or who are permitted entrance to private or restricted areas or residences. This will be done at no cost to the Municipality and any such requested document will be submitted to the Municipality in its true form in advance of commencement of work. '- The Municipal issued identification card must be worn when individuals are at a site where there is direct contact with youth or where access to any private or restricted area is anticipated. The Municipal identification card is valid for the term of the contract only or a one year term, whichever comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion to prohibit an individual from coming into direct contact with youth or entering a private or restricted area on a regular basis and to terminate the contract if the bidder/partner fails to obtain or renew the Municipal identification cards according to Municipal policy and procedure. ... , ... The Municipality of Clarington reserves the right to cancel and/or suspend the contract immediately and unilaterally and without penalty to the Municipality should the service provider fail to provide the required documentation or otherwise adhere to this procedure. "The Chief Administrative Officer has the final say in determining any final action." i.. ... ... ... ... ... ... ... ... ... .. .. ... j .J J j .J j .J j j .J .J j J j .J .J ~ iii J ~ .. ... .. ... ... ... ... CORPORATION OF THE MUNICIPALITY OF CLARINGTON .. CONTRACT NO. CL2007-13 .. .. ... ... ~ .. ... ~ '- SCHEDULE 'c' CONTRACTOR SAFETY ... I .. P:\42-70992\Spccs\CL2007-13\Specs\Schedule C-42-70992.doc I l.. J .J J j j J ..J j j .J J .J J J .J .J j .J J ... SCHEDULE (C) CONTRACTOR SAFETY ... POLICY AND PROCEDURE .. ... .. . ... . ... . . ... ... ... .. .. .. .. .. ... -- , .... ... POLICY: Contractors and Sub-contractors are responsible to ensure that their personnel are updated on all safety concerns of the workplace and are aware of the safety requirements as required by the Contractor under the Occupational Health and Safety Act. Safety performance will be a consideration in the awarding of contract. Under the Occupational Health and Safety Act (Section 23 (l), (2)), it is the constructor's responsibility to ensure that: the measures and procedures prescribed by the Occupational Health and Safety Act and the Regulations are carried out on the project; every employer and every worker performing work on the project complies with the Occupational Health and Safety Act and the Regulations (under the Act); and the health and safety of workers on the project is protected. Where so prescribed, a constructor shall, before commencing any work on a project, give to a Director notice in writing of the project containing such information as may be prescribed. DEFINITIONS: Contractor - any individual or firm engaged by the Municipality to do work on behalf of the Municipality. Project - means a construction project, whether public or private, including, . the construction of a building, bridge, structure, industrial establishment, mining plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway, parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph, telephone or electrical cable, pipe line, duct or well, or any combination thereof, the moving of a building or structure, and . any work or undertaking, or any lands or appurtenances used in connection with construction. Construction - includes erection, alteration, repair, dismantling, demolition, structural maintenance, painting, land clearing, earth moving, grading, excavating, trenching, digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant, and any work or undertaking in connection with a project. j SCHEDULE (C CONTRACTOR SAFETY j POLICY AND PROCEDURE Continued... Constructor - means a person who undertakes a project for an owner and includes an owner who undertakes all or part of a project by himself or by more than one employer. .J Project Manager - means the municipal management representative who has responsibility for a contract. j j PROCEDURE: The following items are required before any Contractors are hired by the Municipality. .J a) Before beginning a project, the project manager or delegate must determine whether any designated substances/hazardous materials are (or will be) present at the site and prepare a list of all these substances. .J b) J The project manager or delegate must include, as part of the request for tender/quotations, a copy of the above-mentioned list. The list of designated substances/hazardous materials must be provided to all prospective constructors and/or contractors. .J .J c) The request for tender/quotations will require prospective contractors to include a list of the designated substances/hazardous materials that will be brought onto the work site and material safety data sheets. d) .J Before awarding a contract, contractor( s) will be required to complete and sign the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will maintain all contractors safety performance records. .J e) As part of the tender/quotation conditions, before award of a contract, the contractor will be required to provide proof that all workers involved with the project have the proper WHMIS training, as required by the Occupational Health and Safety Act. j f) As part of the tender/quotation conditions, before award of a contract, the contractor must provide details of their Health and Safety program. j b/ I L.... ~r\J)cct H,aLagl.:l or ddegatc must provide the successful contractor \Vltl-. a 'workplace orientation, which will include, but not limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. A workplace orientation/1ob Safety Instruction Checklist to be completed (see Compliance page 9). .J h) j Before the start of the assignment, the following documentation will be provided to the successful contractor, by the project manager or delegate. i) ii) iii) .J .J J Copies of the Municipal Corporate Health and Safety Program Departmental health and safety policies Workplace procedures regarding health and safety practices. ... SCHEDULE (C) CONTRACTOR SAFETY .. POLICY AND PROCEDURE Continued... ... .. .. , ... .. ... .. .. .... ... ... , I. .. ... .. ... .. i) The contractor has the responsibility to provide any and all prescribed personal protective equipment for their own workers, to include as a minimum but not limited to hard hats and safety boots. If a worker(s) fails to comply with any program, policy, rule or request regarding health and safety, that person(s) is not allowed on the site until the person(s) complies. j) The Municipality will retain the right to document contractors for all health and safety warnings and/or to stop any contractors' work if any of the previously mentioned items are not in compliance. Similarly, the Municipality will have the right to issue warnings and/or to stop work if there are any violations by the contractor of the Occupational Health and Safety Act, Municipal Health and Safety programs, policies, rules, and/or if the contractor creates an unacceptable health and safety hazard. Written warnings and/or stop work orders can be given to contractors using Contractor Health and Safety Warning/Stop Work Order Form (Schedule "B"). k) Where applicable, the Municipality will retain the right to allow municipal employees to refuse to work in accordance with the established policy and the Occupational Health and Safety Act, in any unsafe conditions. 1) The Purchasing Department will maintain current certificates of clearance until all monies owing have been paid to the contractor. m) Responsibility for ensuring contractor compliance to this policy falls upon the project manager or designate. This will include identification, evaluation and control practices and procedures for hazards and follow-up and issuing of Contractor Health and Safety Warning/Stop Work Orders. SCHEDULE (C) CONTRACTOR SAFETY j POLICY AND PROCEDURE Continued... j HEAL TH AND SAFETY PRACTICE FORM .J To Contractor(s): The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To ensure the Municipal workplace is a healthy and safe working environment, contractors, constructors and subcontractors must have knowledge of and operate in compliance with the Occupational Health and Safety Act and any other legislation pertaining to employee health and safety. .J j In order to evaluate your company's health and safety experience, please provide the accident/incident and/or Workplace Safety and Insurance Board (WSIB) information noted below, where applicable. j . The New Experimental Experience Rating (NEER) - The WSIB experience rating system for non-construction rate groups ..J ............................................................................................. . The Council Amended Draft #7 (CAD-7) Rating - The WSIB experience rating system for construction rate groups J ............................................................................................. j . Injury frequency performance for the last two years - This may be available from the contractor's trade association J ............................................................................................. J . Has the contractor received any Ministry of Labour warnings or orders in the last two years? (If the answer is yes, please include the infraction). J J . Confirmation of Independent Operator Status - The WSIB independent operator number assigned: j ~BiJJ-.:r::; to n;-:ludc tL~ !cLef confimUht!, tLiS cOLatus ,mJ number ham \VSlB with their bid submission. ) J j j j j ... SCHEDULE (C) CONTRACTOR SAFETY ... POLICY AND PROCEDURE Continued... CONTRACTOR'S STATEMENT OF RESPONSIBILITY liIII liIII As a contractor working for the Municipality of Clarington, I/we will comply with all procedures and requirements of the Occupational Health and Safety Act, Municipal safety policies, department and site specific policies and procedures and other applicable legislation or regulations. I/we will work safely with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of the public. .. 1. The contractor/successful tenderer certifies that it, its employees, its subcontractors and their employees, .... a) are aware of their respective duties and obligations under the Occupational Health and Safety Act, as amended from time to time, and all Regulations thereunder (the "Act"); and .. b) have sufficient knowledge and training to perform all matters required pursuant to this contract/tender safely and in compliance with the Act. .. 2. In the performance of all matters required pursuant to this contract/tender, the contractor/successful tenderer shall, ... a) act safely and comply in all respects to the Act, and II. b) ensure that its employees, it subcontractors and their employees act safely and complying all respects with the Act. liIII 3. The contractor/successful tenderer shall rectifY any unsafe act or practice and any non- compliance with the Act at its expense immediately upon being notified by any person of the existence of such act, practice or non-compliance. ... 4. The contractor/successful tenderer shall permit representatives of the Municipality and the Health and Safety Committee on site at any time or times for the purpose of inspection to determine compliance with this contractor/tender. II. 5. No act or omission by any representative of the Municipality shall be deemed to be an assumption of any of the duties or obligations of the contractor/successful tenderer or any of its subcontractors under the Act. I.. II. 6. The contractor/successful tenderer shall indemnifY and save harmless the Municipality, a) from any loss, inconvenience, damage or cost to the Municipality which may result from the contractor/successful tenderer or any of its employees, its subcontractors or their employees failing to act safely or to comply in all respects with the Act in the performance of any matters required pursuant to this contract/tender; ... ~ .... .. SCHEDULE (C) CONTRACTOR SAFETY J .f J POLICY AND PROCEDURE Continued... b) against any action or claim, and costs related thereto, brought against the Municipality by any person arising out of any unsafe act or practice or any non- compliance with the Act by the contractor/successful tenderer or any of its employees, its subcontractors or their employees in the performance of any matter required pursuant to this contract/tender; and J c) from any and all charges, fines, penalties, and costs that may be incurred or paid by the Municipality (or any of its council members or employees) shall be made a party to any charge under the Act in relation to any violation of the Act arising out of this contract/tender. . ........ ..!!t<<pJ..Jv./~1..b~.. ... ............... ..J~. ?~'v.T7. ~.~.............. Contractor Name of Person Signing for Contractor .J j .J .J J j j Si;;~;~~;~fcp.... ... .~~ ........................ J/~",:.. ~)..1.1}J2;~.. .J j j j j j j j J .. SCHEDULE (C) CONTRACTOR SAFETY .. POLICY AND PROCEDURE Continued... ... CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of this form is to: (Issuer to check one of the following) ... Provide warning to the contractor to immediately discontinue the unsafe work practice described below .. Direct the contractor to immediately cease all work being performed under this contract due to the unsafe work practice described below. ... F AlLURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF CONTRACT. .. PART "A" - DETAILS OF CONTRACT - CONTRACT/P.O. # ... DESCRIPTION: ... NAME OF FIRM: ... lit PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) III ... .. lit ... .. ... SCHEDULE (C) CONTRACTOR SAFETY DATE & TIME OF INFRACTION: DESCRIPTION OF INFRACTION INCLUDING LOCATION: ORDER GIVEN BY MUNICIPALITY: DID THE CONTRACTOR COMPLY WITH THIS ORDER? DATE & TIME OF COMPLIANCE: ISSUED TO: CONTRACTOR'S EMPLOYEE TITLE ISSUED BY: MUNICIPAL EMPLOYEE, DEPARTMENT TITLE PART "C" - ADDITIONAL COMMENTS THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME WORK RESUMED, FURTHER ACTION TAKEN, ETC. j! 51 -' ...~ .. 1 .. $ lIlil j .J j J j .J j j .J J j j .J j j - .. .. .. .. .. ... CORPORATION OF THE MUNICIPALITY OF CLARINGTON .. CONTRACT NO. CL2007-13 .. - In - .. .. - - INSTRUCTIONS TO TENDERERS .. - P/42-709Q:!iSpecs/CL2007-13iSpecs/220Sldoc - .. - INDEX INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-13 - - 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).............................................................................................................3 10. EXECUTE CONTRACT DOCUMENTS.............. .... .......................................... ........ ........ ......................... ...... 3 11. COMMENCEMENT OF WORK........................................................................................................................3 12. LOCATION ... ..... ................................................ .................................... ........... ........... ..... .... .......................... .... 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 - .. -- - .. - ... ... - - .. - - - .. - PAGE ONE INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-13 .. 1. GENERAL .. SEALED Tenders, in the envelopes provided, plainly marked "Contract No. CL2007-13" will be received until: - 2:00:00 P.M. LOCAL TIME, MONDAY, APRIL 16,2007 and shall be addressed to: Ms. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario LIC 3A6 lip - 2. BLANK FORM OF TENDER - - One copy of the Tender, on the fonns provided, shall be submitted. All infonnation requested shall be shown in the tender, in the space provided. 3. TENDER DEPOSITS .. All tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount defined below, made payable to the Municipality, as a guarantee for the execution of the Contract. .. - Total Tender Amount Minimum Deposit Required $ 20,000.00 or less $1,000.00 20,000.01 to 50,000.00 2,000.00 50,000.0 I to 100,000.00 5,000.00 100,000.0 I to 250,000.00 10,000.00 250,000.0 I to 500,000.00 25,000.00 :::r;n nnn Of t.,' 1 J)(\"-),nnn no ~n 1,000,000.01 to 2,000,000.00 100,000.00 2,000,000.0 I and over 200,000.00 .. - .. .. All deposits will be returned within ten days after the Tenders have been opened except those which the Authority elects to retain until the successful tenderer has executed the Contract Documents. .. The retained tender deposits will be returned when the successful Tenderer has fully complied with the conditions outlined in the Contract Documents. .. - - INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-13 2. - - 4. BONDS ..... The Contractor is required to provide a Performance Bond, and a Labour and Material Payment Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his faithful performance of this Contract and his fulfillment of all obligations in respect of maintenance and payment for labour and materials used on this work. - Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or authorized to carry on business in Canada. . An Agreement to Bond must be submitted with the tender bid. Bonding company standard "Agreement to Bond" forms are acceptable. - 5. RIGHT TO ACCEPT OR REJECT TENDERS - The Authority reserves the right to reject any or all tenders or to accept any tender should it be deemed to be in its best interest to do so. - Tenders which are incomplete, conditional or obscure, or which contain additions not called for, erasures, alterations, or irregularities of any kind, may be rejected as informal. - 6. UNACCEPT ABLE TENDERS - Each item in the Tender Form shall include a reasonable price for such item. Under no circumstances will an unbalanced tender be considered. The Authority and the Contract Administrator will be the sole judge of such matters, and should any tender be considered to be unbalanced, then it will be rejected by the Authority. - ... 7. ABILITY AND EXPERIENCE OF TENDERER - The Authority reserves the right to reject any tender where satisfactory evidence of sufficient capital, plant and experience to successfully prosecute and complete the work in the specified time, is not liwnich.(11",- the' TEn3','Tf - 8. PROVINCIAL SALES TAX ... Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this Contract. - - - .. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-13 3. ... ... 9. GOODS AND SERVICES TAX (GST) ... The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in addition to the amount certified for payment and will therefore not affect the Contract unit prices. III 10. EXECUTE CONTRACT DOCUMENTS ... Tenders shall be open for acceptance for a period of 60 days after the closing date. After this time the tender may only be accepted with the consent of the successful Tenderer. J. The successful Tenderer shall execute the Contract Documents and furnish the required bonds within 10 calendar days of receipt of notification of Acceptance of Tender. - Failure by the successful Tenderer to meet the above requirements will entitle the Authority to cancel the award of the Contract and to retain the tender deposit as compensation for damages sustained due to the successful Tenderer's default. The Authority may then award the Contract to one of the other Tenderers or take such other action as it chooses. ... - 11. COMMENCEMENT OF WORK .... The successful Tenderer shall commence work at the site within 7 calendar days of the official commencement date as specified m the written order issued in accordance with GC7.0 1.02 of the General Conditions. .. 12. LOCATION ... The work is located on the bridge carrying King Street over the Bowmanville Creek, between Scugog Street and Roenigk Drive, Bowmanville. .. 13. TENDERERS TO INVESTIGATE ... lenderers must satisfy themselves by personal exammation of the sites and by such other means as they may prefer as to the actual conditions and reqUIrements of the work. .. The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are commensurate with the nature of the work. .. It shall be the Contractor's responsibility to thoroughly inspect the sites of the proposed works, determine the location of any buried or obstructing services and make satisfactory arrangements for interference with such service with the proper jurisdictional agency. - .. - INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-13 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, TSH, Telephone: (905) 668-9363, attention: Mr. Dennis L. Baxter, P. Eng - extension 2225. Should Mr. Baxter not be available, contact Mr. Ron Albright, P. Eng. at 905-372-2121 - extension 233. - 15. AWARD OF THE CONTRACT - -- The award of this Contract is subject to the Municipality obtaining the necessary approvals and permits from the Central Lake Ontario Conservation Authority, Ministry of Natural Resources and Department of Fisheries and Oceans. .' Evaluation of the Tenders will be based on the total tender amount bid for Alternative 'A' and should this amount fall within the available budget for the project, Alternative' B' price will not be considered. Should the total amount bid for Alternative' A' be in excess of available budget for the project, the Municipality will evaluate the tenders based on the total tender amount bid for Alternative 'B'. - - 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR - Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be interpreted as meaning the Corporation of the Municipality of Clarington. - Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the "Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Cia ring ton. - Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may be authorized by the Authority to act in any particular capacity. - ''''' nnJ?l\'f) " ... 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. - - - - .. .. .. .. .. .. .. - - CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-13 .. - .. .. - - .. SPECIAL PROVISIONS - GENERAL .. - P\4::!- 70992\Specs\CL2007-13/Speci/::!2081 doc - .. - INDEX SPECIAL PROVISIONS-GENERAL CONTRACT NO. CL2007-13 - CLAUSE SUBJECT PAGE - - 1. PLAN QUANTITY ITEMS ....................................... ........................................................................ 1 2. GUARANTEED MAINTENANCE..................................... ....... ..................... .................................. 1 3. CONTRACT TIME AND LIQUIDATED DAMAGES ....................................................................1 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE ...............................................................2 5. OPS GENERAL CONDITIONS ............................. ......................... .................................................. 2 6. LAYOUT BY CONTRACT ADMINISTRATOR............................................................................. 2 7. PAYMENTS ......................................................................................................................................3 8. UTILITIES .......... ................ ............. ............................................................. ....... ....... ................. ......3 9 . HAUL ROADS..... ....... ...................................... ................... ..... ........................................................ 4 10. DUST CONTROL..............................................................................................................................4 11. TRAFFIC CONTROL, FLAGGING .................................................................................................4 12. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ............................................................5 13. MAINTENANCE OF TRAFFIC .......................................................................................................5 14. EMERGENCY AND MAINTENANCE MEASURES .....................................................................5 15. ENGINEERING FIELD OFFICE ......................................................................................................6 16. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL......................................................6 17. OCCUP A TIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES ......... 7 18. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS).....................8 19. SPILLS REPORTING .................................................................................................................... ....8 20. PROTECTION OF WATER QUALITY ........................................................................................... 9 21. ENVIRONMENTAL PROTECTION PLAN .................................................................................... 9 22. TRAFFIC AND STREET SIGNS....................................................................................................11 23. GARBAGE COLLECTION ............................... .............. ..... .......... ......... ........ .................. ..............11 24. ASPHALT MIX DESIGNS .............................................................................................................11 25. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES12 26. CONFINED SPACE ENTRy.......................... .......... ....................................................... ............... 12 27. ENTRY ONTO PRIVATE PROPERTY .........................................................................................12 28. STORAGE AREAS ......................................................................................................................... 13 29. GENERAL LIABILITY INSURANCE ...........................................................................................13 30. CONSTRUCTION LIEN ACT ........................................................................................................13 31. V ARIA nONS IN TENDER QUANTITIES .................................... ...................................14 32. PKUPLKIY O'vVNl::R S RELEASE OF PKIV AIEL Y OWNED LAND USED BY THE CONTRACTOR................................................. ............. ...... ................... ................................. ....... 15 - - .. - .. - - - - ,. - - - - ... - PAGE ONE SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 - 1. PLAN QUANTITY ITEMS ... Measurement for payment of the items designated (P) in the itemized bid is by plan quantity, as may be revised by adjusted plan quantity. - 2. GUARANTEED MAINTENANCE - Section GC7.15.02 of the General Conditions is revised in that the Contractor shall guarantee and maintain the entire work called for under this Contract for a period of twenty-four (24) months. .. ... The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all defects or deficiencies in the work, both during the construction and during the period of maintenance as aforesaid. The Contractor shall commence repairs on any work identified as defective under this clause within 48 hours of receipt of notice from the Authority or the Contract Administrator. ... The decision of the Authority and the Contract Administrator shall be final as to the necessity for repairs or for any work to be done under this Section. ... 3. CONTRACT TIME AND 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 GC1.06. (2) Progress of the Work and Contract Time ... The Contractor shall accomplish completion of this Contract as defined in GC1.06 of the General Conditions on or before December 1,2007. - Top asphalt and concrete must be placed prior to November 15,2007. - Note: In-water works must be completed within the July 1 to September 15,2007 time period. - If the contract time above specified is not sufficient to permit completion of the work by the Contractor working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and/or augmented daylight shifts will be required throughout the life of the contract to the extent deemed necessary by the Contractor to insure that the work - - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 .. 2. ... will be completed within the contract time specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed therefor. .. (3) Liquidated Damages .. It is agreed by the parties to the contract that in case all the work called for under the contract is not completed by the date specified, or as extended in accordance with Section GC3.07 of the General Conditions, a loss or damage will be sustained by the Authority. Since it is and will be impracticable and extremely difficult to ascertain and determine the actual loss or damage which the Authority will suffer in the event of and by reason of such delay, the parties hereto agree that the Contractor will pay to the Authority the sum of ONE THOUSAND DOLLARS ($1,000.00) as liquidated damages for each and every calendar day's delay in achieving completion of the work beyond the date prescribed. It is agreed that this amount is an estimate of the actual loss or damage to the Authority which will accrue during the period in excess of the prescribed date for completion. ... ... .. The Authority may deduct any amount under this paragraph from any moneys that may be due or payable to the Contractor on any account whatsoever. The liquidated damages payable under this paragraph are in addition to and without prejudice to any other remedy, action or other alternative that may be available to the Authority. IlIIIi till 4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE ..... Authorized representative as referenced in GC7.0 1.09 is defined as an employee of the Contractor. .. 5. OPS GENERAL CONDITIONS ... Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as meaning the OPS General Conditions of Contract, September 1999. .. 6. LAYOUT BY CONTRACT ADMINISTRATOR Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by the addition of the following: ... The Contract Administrator shall lay out and establish the primary alignment and grade controls .. , 1,) 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 .. ... .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 3. - - 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. .. 7. PAYMENTS - Except as herein provided, payments under this Contract will be made in accordance with Section GC8.02.03 of the General Conditions. - Notwithstanding the provisions of the General Conditions respecting certification and payment, the Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of 46 days from the date of publication of the Certificate of Substantial Performance, to enable the Contract Administrator to produce the final detailed statement of the value of all work done and material furnished under the Contract. As a condition of holdback reduction from 10% to 2-1/2%, the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b) and advertise the Certificate of Substantial Performance per GC8.02.03.04(03). - - The Completion Payment Certificate to include statutory holdback release, will be issued within 120 days after the date for completion as specified under GCl.06. The date for interest due to late payment shall commence following 180 days after the date of completion of the work. .. 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. - The Contractor is advised that the Authority may withhold payment on Interim and Holdback Release Certificates up to 30 calendar days from the date of receipt of the executed Payment Certificates. .. 8. UTILITIES - Sections GC2.0 1 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 Authonty 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 - - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 III 4. .. 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. .. 9. HAUL ROADS .. When so required by the Contract Administrator, payment for maintenance and restoration of haul roads will be made for the materials provided and the work performed as specified, at tender prices, or at negotiated prices. ... .. 10. DUST CONTROL As a part of the work required under Section GC7.06 of the General Conditions, the Contractor shall take such steps as may be required to prevent dust nuisance resulting from his operations either within the right-of-way or elsewhere or by public traffic where it is the Contractor's responsibility to maintain a roadway through the work. IlIII .. 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. ... III 11. TRAFFIC CONTROL, FLAGGING ... Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in OTM Book 7 (Ontario Traffic Manual). .. Each flagman shall, while controlling traffic, wear the following: (i) an approved fluorescent blaze orange or fluorescent red safety vest, and - {ll) an approved tluorescent blaze orange or t1uorescent red armband on each arm, and .. (iii) an approved fluorescent blaze orange or fluorescent red hat. .. - III .. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 5. - 12. 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 Book 7 of the Ontario Traffic Manual. - 13. MAINTENANCE OF TRAFFIC The Contractor will be responsible for maintaining traffic as outlined in the Contract Drawings and as detailed in Items No. Al.Ol and Bl.Ol. - No claims for delays due to traffic will be considered for compensation. - 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 access across structure. .. - The Contractor shall be responsible for all signing at the contract limits and within the contract limits. The Contractor shall ensure the singing is properly maintained while in use. It shall be the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services ofroad closures at least 24 hours in advance of such closures and to notify these same authorities when such closures are no longer in effect. .. .. It is the Contractor's responsibility to advertise the date of commencement of traffic staging in local newspapers a minimum of one week in advance of commencing. The newspaper advertisement shall indicate the date of commencement and the length of time for which the bridge will be under rehabilitation. This advertising is in addition to the notification required for Police, Fire, Hospital and Ambulance as indicated above. .. 14. EMERGENCY AND MAINTENANCE MEASURES .. - Whenever the construction site is unattended by the general superintendent, the name, address and telephone number of a responsible official of the contracting firm, shall be given to the Contract Administrator. This official shall be available at all times and have the necessary authority to mobilize workmen and machinery and to take any action as directed by the Contract Administrator 1:: ;-"~,,>? r-"r",,,''''r~_;'_>l1C\' nr r:"':'~i-:te-rlf!(,c n~':'''1C:1Jrec: :If'.? -rc{1!.!~rC'd YI;.'1:c'>~h(~'T +1-,;::. e:T~'~"~'.,'!":.~'l;"\' ('~ - requirement for maintenance was caused by the Contractor's neglIgence, act of God, or any cause whatsoever. - It shall be the responsibility of the Contractor to ensure that erosion and sedimentation control measures within the limits of the Contract are in place and fully operational to the satisfaction of the Contract Administrator, should the onset of severe inclement weather be forecast. - .. SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 IIIIIIII 6. - Should the Contractor be unable to carry out immediate remedial measures required, the Authority will carry out the necessary repairs, the costs for which shall be charged to the Contractor. .. '.. 15. ENGINEERING FIELD OFFICE 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. lIIIIIi 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 m clear of the ground. The office shall be fitted with a minimum of two glazed windows, both of which can be opened and are fitted with screens. The door shall have a reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor shall supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a waste paper basket and a broom. IIIIIIII .. .. ... With the office the Contractor shall also include the supply of a separate phone line for use by the Contract Administrator, provided with a dedicated high-speed internet line (e-mail service). ... Where the Contractor elects to supply a combination office for the use of the Contract Administrator and his own staff, the minimum requirements for the Contract Administrator's accommodation as outlined shall be met. In addition, separate outside access for each office shall be provided and the Contract Administrator's office shall be partitioned off from that of the Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a lock or closer on the Contract Administrator's side. ... .... Where the field office is situated remote from 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. .II .. 16. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL .. The requirements of OPSS 180 shall apply to this Contract, revised as follows: .1 Section 180.03, Definitions, shall be amended by the addition of the following: .. .. .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 7. - - Work area: means the road allowance, right-of-way, and property with a boundary common to the road allowance or right-of-way within the Contract limits. .2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the addition of the following: - - Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill or bedding. - The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 1800, OPSF 180-1, OPSF 180-2, OPSF 180-3, OPSF 180-4 and OPSF 180-5 for use where appropriate with respect to disposal of excess material. - 17. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES - In accordance with the requirements of Section I 8a( I) of the Occupational Health and Safety Act, the Authority has determined that the designated substances as listed hereunder are present on the site and within the limits of this Contract. - Designated Identified on this Site Location Substance Acrylonitrile No Arsenic No Asbestos No Benzene No Coke Oven Emissions No Ethylene Oxide No Isocynates No Lead No Mercury No Silica No Vinvl Chloride No ... ---"~ .---....... ._--,._-._-_.~ . .. _.__. _.___ _, ...__._.._..__.. __.____m _~.-.- ..._. _'u._..'_.. n'_ ___. _.__.~_.__.__ -- .. - ... - - ... 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. - .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 III 8. - The Contractor shall comply with the governing Ministry of Labour Regulations respecting protection of workers, removal, handling and disposition of the Designated Substances encountered on this Contract. - Prior to commencement of this work, the Contractor shall provide written notification to the Ministry of the Environment at Peterborough District, Robinson Place, 300 Water Street, 2nd Floor, South Tower, Peterborough, Ontario K9N 8H5, 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. III - 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. .. The requirements of Section GC4.03 of the General Conditions of the Contract shall apply. .. 18. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) .. Reporting ., Section GC4.03.06 is deleted and replaced with the following: Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a list of those products controlled under WHMIS which he expects to use on this Contract. Related Material Safety Data Sheets shall accompany the submission. All containers used in the application of products controlled under WHMIS shall be labeled. . .. The Contractor shall notify the Contract Administrator of changes to the list in writing and provide the relevant Material Safety Data Sheets. ... 19. SPILLS REPORTING . ( <!, ' \jj 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. - .. ., .. ... SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 9. ... ... 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 spi lIs or discharges from this equipment that are a result of the Contractor's operations shall, unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to the Contract Administrator. - - This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills or discharges. - 20. PROTECTION OF WATER QUALITY ... At all times, the Contractor shall maintain existing stream flows and shall control all construction work so as not to allow sediment or other deleterious materials to enter streams. - No waste or surplus organic material including topsoil is to be stored or disposed of within 30 metres of any watercourses. Run-off from excavation piles will not be permitted to drain directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from 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. - 21. ENVIRONMENTAL PROTECTION PLAN ... The Contractor's attention is drawn to the following environmental protection requirements, which will impact construction activities within or in close proximity to the Bowmanville Creek. These measures are in addition or complimentary to the works included for erosion and sediment control under other items in the Tender. - ~i'~;:-'~ ""f 2~;d cn)'~;'J:j cc~t;i!l itCf11S ir':."1\:,!cd j71 this contr;ll~.t ~I-i;-;n ~1C i>"--;:]~ ;-L,'d p;~(1r tel ;~~-lY - other construction In the vicinity of the creek, In order to prevent any sediment trom entenng the watercourse (including soil from exposed banks) and to prevent any downstream transport of resuspended sediment. All disturbed areas shall be stabilized upon completion of works or attainment of final grades. ... .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 .. 10. - . Temporary erosion and sedimentation works should be maintained until vegetation has been re- established to a sufficient degree so as to provide adequate protection to disturbed work areas. .. . All sediment traps, check dams and silt fence will be cleaned, as a minimum, when they are 50% filled. Maintenance of these devices is essential. Lack of co-operation on the part of the Contractor will be considered as a major violation to the Plan and the Contract and will result in a shut down of the project operations until maintenance is performed to the Engineer's satisfaction. 11III .. . All disturbed areas shall be topsoiled (if necessary) and revegetated immediately after final grading is completed. ... . Construction procedures and handling/storage of toxic materials shall conform to Ontario Ministry of the Environment regulations. .. . Stockpile or spoil materials necessary for road construction and the construction of the proposed bridge shall be prevented from entering the creek. No grading or concrete pours shall occur over or close to the water without adequate barrier measures in place beforehand. The Contractor shall advise the Engineer in advance of placement of any stockpiled material so that the Engineer can determine what protective measure, if any, are necessary. .. .. . Any in-water works (i.e. channel tie-ins, pumping, etc.) will only be permitted during the period from July 1 to September 15. .. . All activities, including maintenance procedures, must be controlled to prevent the entry of petroleum product, silt, debris, rubble, concrete or other deleterious substances into the watercourse. Vehicular refuelling and maintenance, including the storage of fuel containers, must be conducted 30 m away from the watercourse banks. .. . Maintenance of all proposed vegetation, once established, will be a critical component of the contract during the guarantee period. All temporary erosion and sediment control structures constructed (except the dewatering trap) will remain in place during this period unless the Engineer requests their removal. Prior to the end of the guarantee period, if all vegetation has established successfully, these measures shall be removed (upon notification by the Engineer) as noted under their particular items in the Special Provisions - Tender Items. .. .. . All dewatering discharges must be directed to the dewatering trap. Materials from the excavation of the trap shall be removed from the site or controlled as the Engineer directs. Contractor shall be wholly responsible for the adequate design and maintenance of the dewatering system related to the construction of the bridge abutments and wingwalls (i.e., ... The .. ,- before any work on these bridge components proceeds. .. . Maintain continuous and uninterrupted flow downstream of the construction site. Extreme reduction in stream discharge and water level above and below the site must be avoided. .. ... .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 11. - - . No machinery shall enter the creek bed of any watercourse. Movement of construction equipment in the vicinity of the creek shall be limited to the minimum required for construction. ... . All construction work in areas which in the Engineer's opinion may have adverse effects on the watercourse shall be monitored by a designated representative of the Contractor to ensure compliance with the Plan. - . All clauses pertaining to the construction/placement of erosion and sediment controls in the Special Provisions-General and the Contract Items, will form an integral part of the project Environmental Protection Plan - 22. TRAFFIC AND STREET SIGNS - The Contractor will be responsible for the removal and salvage of existing traffic and street signs, and their delivery to the Authority's Works Department Yard, for re-erection by the Authority following completion of the work. - Scheduling for sign removal shall be as approved in advance by the Contract Administrator. - Regulatory signs such as "Stop" and "Yield" must be maintained throughout. ... 23. 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. - 24. 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 r,,()1]irerllw this ContrClct. - 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. CL2007-13 .. 12. .. 25. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SP ACES .. 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 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. .. 26. CONFINED SPACE ENTRY .. Without relieving the Contractor of his responsibilities under the Occupational Health and Safety Act the Contractor shall be responsible for the supply of personal protective equipment for the use of the Contract Administrator, in connection with confined space entry while the Contractor is operating on site. .. ... The following equipment shall be made available on request: · Mechanical Ventilation Equipment · Gloves . Gas D~tector (C95-80) · Full body harness securely attached to a rope . Rope · Gas mask or dust, mist or fume respirator (optional) · 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily available to supply air for instant egress) · 7 minute Escape Pack · Explosion-proof temporary lighting · Adequate clothing to ensure protection against abrasions and contamination. - .. .. .. In addition the Contractor shall provide a competent person who shall inspect all safety equipment prior to use to ensure that it is in good working order and appropriate for the task at hand. '.. 27. ENTRY ONTO PRIVATE PROPERTY .. The Contractor shall not enter private property or property which is to be acquired to construct the works without the prior consent of the Contract Administrator. This requirement will be strictly enforced. ... .. .. - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 13. - 28. STORAGE AREAS - Clause GC3.06.01 of the General Conditions of Contract is amended by the addition of the following: - - The use of the road right-of-way as a long term storage area is not allowed under this Contract. The storage of materials and movement of equipment will only be allowed for normally accepted construction practices. - 29. GENERAL LIABILITY INSURANCE - Under GC6.03 .02.01, the Owner is the Corporation of the Municipality of Clarington and the Contract Administrator is Totten Sims Hubicki (1997) Limited. The Central Lake Ontario Conservation Authority, Vanstone Mill Inc. and Plantec Consulting Engineers shall also be added as additional insureds. - 30. CONSTRUCTION LIEN ACT - The Contractor shall give the Authority notice in writing, immediately, of all lien claims or potential lien claims coming to the knowledge of the Contractor or his agents. .. - When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien, the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal. fees therefore, all interest costs and expenses incurred by the Authority and an additional sum equal to ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be in addition to any other remedy available to the Authority under the Contract Documents. - - Where any lien claimant asks from the Authority the production for inspection of the Contract Documents or the state of the accounts between the Authority and the Contractor, the Contractor shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made as compensation for the preparation of such accounting or for the preparation of the Contract, or both, as the case may be, and the Contractor acknowledges that such administrative fee shall be properly deductible, if the Authority should so choose, from monies otherwise payable to the Contractor under the terms of the Contract Documents. .. - Where an application is brought to a judge of a competent jurisdiction to compel production of any r:>rticuIJr document to:1 lien c!3im:1nL thl' Contr3ctor further agrees to ind"fT1'lify the Authority from reasonable legal fees incurred in appeanng on such an applicatIOn and in addition agrees to pay to the Authority its reasonable costs incurred in producing such documents to the extent that the same is made necessary under the disposition of the matter by such judge, and the Contractor further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be properly deductible from monies otherwise payable to the Contractor under the terms of the Contract Documents. - ... ... - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 31. VARIATIONS IN TENDER QUANTITIES Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows: The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The Municipality shall not be liable to the Company for loss of anticipated profit", .. 14. ... ... .. - .. ... 'III .. ... ... ... .. filii till 'III .. .. . - SPECIAL PROVISIONS - GENERAL CONTRACT NO. CL2007-13 15. - - 32. PROPERTY OWNER'S RELEASE OF PRIV A TEL Y OWNED LAND USED BY THE CONTRACTOR - Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of a form of release signed by each property owner, upon whose land he has entered for purposes associated with the Contractor's operations but not for the purpose of undertaking works stipulated in the Contract: - Date ....................... - - To: Mr. A. S. Cannella, C.E.T. Director of Engineering Services Municipality of Clarington 40 Temperance Street Bowmanville, Ontario. L 1 C 3A6 - Re: Contract No. CL2007-13 - Dear Sir: ... I hereby certify that (Name of Contractor) have fulfilled the terms of our agreement and have left my property in a satisfactory condition. - I have accepted their final payment and release (Name of Contractor) .. and the Corporation of the Municipality of Clarington from further obligations. (Name of Municipality/Owner) - Yours very truly, - Signature - Prnnf"....h' n""nf"r'5 !\J2nle .. I ilt. . l('r:c(><'~:i,:l .. 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. ... ... L l L L L L L l L L L L L l l L L l L CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-13 SPECIAL PROVISIONS - TENDER ITEMS P/42- 70992/Specs/CL2007-IJ/Specs/2208Jdoc ] J J J J 'J J J J J J J 1 l J J ! J 1 L l L L L L L l L l L L L l L L L L l PAGE ONE SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 MAINTENANCE OF TRAFFIC - ITEMS NO. A1.01 AND B1.01 Under these Items and for the Contract prices, the Contractor shall construct the temporary traffic and pedestrian protection for each construction stage as shown on the Contract Drawings. The temporary traffic protection shall be constructed in the locations shown on the Contract Drawings in accordance with the Ontario Traffic Manual, Book 7. The Contractor shall submit six (6) copies of his detailed drawings and specifications for his proposed method of traffic protection for the Contract Administrator's review. The Contractor shall be wholly responsible for the adequacy of his method of traffic protection. The temporary traffic protection shall be erected, relocated and/or removed only during light traffic conditions on Saturdays and Sundays unless approved otherwise by the Contract Administrator. The Contractor shall give the Contract Administrator forty-eight (48) hours advance notice, excluding weekends, of any construction, change or removal of the temporary traffic protection and any such construction, change or removal shall take place only with the approval of the Contract Administrator. During the time the temporary traffic protection is being constructed, changed or removed, vehicular traffic shall be under the control and direction of flagmen. Temporary signs and barriers shall be supplied, erected, and maintained by the Contractor in accordance with the Ontario Traffic Manual, Book 7, or as directed by the Contract Administrator during the course of the Contract, by the Contractor. Upon completion of the Contract, and receipt of written authorization by the Contract Administrator, the Contractor shall remove the temporary signs. The temporary signs shall remain the Contractor's property. The temporary signs and barriers shall conform in all respects to the applicable standard signs as set out in the Ontario Traffic Manual, Book 7. Temporary signs shall be mounted either on new sign posts or on portable sign stands. New sign posts shall be U-flanged, hot dipped galvanized sign posts having a minimum thickness of 5 nun; pre-punched with a minimum of 24 holes at 50 nun centres compatible with the standard bolt hole arrangement for traffic control signs. Each new sign post shall be supplied with two cast aluminum filler blocks complete with galvanized 10 mm, round head bolts, 65 nun long; 10 nun nut and 2 - 25 nun diameter 10 mm steel washers and be of a length suitable for mounting the traffic sign at the required height as set out in the Ontario Traffic Manual, Book 7 or as directed by the Contract Administrator. Portable sign stands shall be so constructed and weighted that wind gusts from passing vehicles will not upset the sign. Bases for the portable sign stands shall not be wider than the sign they support and shall be constructed of sound material and be designed to adequately support the sign to the satisfaction of the Contract Administrator. Portable sign stands constructed by the Contractor shall be reviewed by the Contract Administrator prior to installation. Payment for this Item shall be at the Contract price quoted in the Form of Tender and shall include the cost of all labour, equipment and materials required to complete the work as specified herein, shown on the Contract Drawings and as directed by the Contract Administrator. No additional payment shall be made for any relocation or adjustment of the temporary traffic protection required by the Contract SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 2. ] J J J J J l l 1 J J J ) l J ) I J ) Administrator to, in the Contract Administrator's opinion, ensure the safe and efficient movement of vehicular and pedestrian traffic through the construction site. The Contractor is advised that modification of existing traffic signals and signal timing will be by others. The Contractor shall co-ordinate his operations with this work. No claims for delays in this regards will be considered. REMOVALS - ITEMS NO. Al.02 AND 81.02 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required to complete the following works in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator: .1 Removal and disposal of materials including sidewalks, curbs, bituminous pavement, etc. .2 Backfilling all catchbasin excavations with Granular 'Bt compacted in place. .3 Sawcutting of all joints in asphalt pavement and concrete curbs and sidewalk. GRANULAR MATERIAL - ITEMS NO. A1.03 AND 81.03 The unit price under this Item shall include the provision of water for compaction purposes. The compacted Granular 'A' surface shall not deviate more than 10 rnrn from the specified grade. Overbuilds outside these tolerances if ordered by the Contract Administrator will be computed and added to the theoretical quantities. Underbuilds outside these tolerances either ordered by the Contract Administrator or undertaken by the Contractor as his responsibility will be computed and deducted from the theoretical quantities accordingly. HOT MIX ASPHALT - ITEMS NO. A1.04 AND 81.04 OPSS 1150 Table 6 Marshall Stability - Mix Design Criteria for all Paving Mixtures shall be amended as follows: HL-3 binder course shall have a Minimum Marshall Stability of 11,OOON @ 60 oC Heavy duty binder course shall have a Minimum Marshall Stability of 12,500 @ 60 oC Subsection 1150.04.01.01 C) ofOPSS 1150 shall be amended with the following Up ') 250~, I',2SS of RAP shall be permitted for HI. 8 binder mixes. Subsection 310.07.03 ofOPSS 310 is deleted and replaced with the following: All abutting edges of existing pavement shall be coated with tack coat prior to placement of new asphalt. Tack coat shall be placed by the use of a mechanical (pump driven) spray wand that has the capabilities of being heated for cold weather operation applying the tack coat in a consistent uniform application. All longitudinal joints and transverse joints are to be sprayed prior to placement of the adjacent pass of L l L L l L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 3. asphalt to commence at the beginning and throughout the contract. Failure to have equipment to apply the tack coat in this manner will hold up commencement of the paving operations. NOTE: Hand placement of the tack coat is not acceptable. Subsection 310.07.05.02.01 is amended by the deletion of the existing paragraph and its replaced with the following: To insure mix compliance, the Contractor will be required to conduct daily testing of all asphalt being produced for quality control purposes. The Contractor shall be responsible for the necessary process control testing during hot mix production, placement and compaction, and any necessary adjustments, to produce uniform, acceptable hot mix. L L l l L L l L L l L L The Contractor is responsible for obtaining all samples. The samples shall be taken in the field using sample plates and following current MTO sampling test procedures. The Contract Administrator will determine the location of each random sample and inform the Contractor prior to the sample being taken by the Contractor. The Contractor will take one plate sample for quality control purposes, one sample for quality assurance purposes and one sample for potential referee testing in an appropriate container. The Contract Administrator may apply security seals to the samples prior to transportation. The quality assurance and potential referee samples will be provided to the Contract Administrator within 4 hours of sampling time. The frequency of testing for asphalt cement content, aggregate gradation and Marshall compliance is based on OPSS 310 Table 5. QC test results shall be forwarded to the Municipality within 2 working days from the time of sampling. Results shall be faxed to the Contract Administrator. Bi-weekly summaries of all test data will be emailed to the Contract Administrator for the purpose ofreview at bi-weekly project meetings. Subsection 310.07.13 ofOPSS 310 is deleted and replaced with the.following: Each course after final compaction shall be smooth and true to the established crown and grade and the surface of each course shall be free from deviations exceeding 3 mm as measured in any direction with a 3 m straight edge. Poor ride ability (roughness) resulting from pavement surface irregularity will be cause for immediate work stoppage and will require Contractor assessment of the cause for such deviation in profile and correction at the Contractor's expense. Localized areas exhibiting surface variance exceeding the above mentioned tolerance shall be removed and replaced with the same hot mix asphalt to achieve a smooth longitudinal and lateral profile with adjacent acceptable surfaces. Where surface irregularities exceeding these limits are evident over longer lengths (e.g. at start-up of trucks emptying load into paver or at end of loading each truck) the Contractor will be required to cold plane the full width and length of unacceptable pavement. Alternatively, subject to approval by the Contract Administrator, the Contractor may overlay the unacceptable pavement (if applicable) for a continuous length covering all irregularities to provide the required profile. Subsection 310.07.14 of OPSS 310 is deleted and replaced with the following: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 4. Each course after final compaction shall be of uniform texture and shaD be free of segregation (as defmed by MTO), fat spots, oil spills or any other defects. Areas of medium segregation may be left in place for binder courses, but are considered defective areas for surface courses. Areas of severe segregation are considered defective areas for binder and surface courses. Defective areas shall be removed and replaced by the Contractor with acceptable hot mix of the same type and compacted to the satisfaction of the Contract Administrator, all at the Contractor's cost. When segregation is observed by the Contractor Administrator, the Contractor will be immediately notified verbally, followed up by written notification. The Contractor shall take immediate corrective action. If the segregation continues the Contract Administrator may then issue a Stop Work Order until the problem with segregation is corrected. If segregation becomes evident within the warranty period (e.g. consistent segregated patches within 50 to 80 m spacing) the Contractor will be required remove and replace the segregated areas or, upon consent of the Contract Administrator, to place a 40 mm overlay of same mix over the segregated pavement surface for the length of the segregated area. Corrective measures shall be performed during the warranty period and at the Contractor's expense. Subsection 310.08.01 is amended by the addition of the following: The Contract Administrator will conduct quality assurance testing at a frequency deemed necessary by the Contract Administrator for the purpose of verification of mix compliance. Where there is variance between the QC and QA results, the agency will initiate referee sampling for the purpose of dispute resolution. Results of the referee testing will be used to assess the degree of remedial action required if applicable. All associated costs required to conduct the referee testing will be the responsibility of the Contractor or Agency whomever has inaccurate results. Where the hot mix asphalt supplier fails to consistently produce asphalt that meets the specifications, the Contract Administrator shall have the right to refuse further material from the supplier until mix specifications are verified for compliance. Alternatively, the contractor may be required to obtain hot mix asphalt material from another supplier. Subsection 310.08.05.01 is amended by the deletion of the existing paragraph and its replaced with the following: It will be the responsibility of the Contractor to provide daily compaction tests, using a nuclear densometer, on all paving projects at a frequency of every 100 m per lane or 150 m2 area. Nuclear density results will be used as a guide for the Contractor to set up roller patterns and for quality control purposes. Daily compaction results to be provided verbally to on site Inspector, followed by fax or email of hard copy report to the Contract Administrator within 24 hours. Tb.' \vilJ be required to conduct cores (150 mm diameter) of the pavement to verify the results of the nuclear density testing should this testing show that specifications are not being met. A minimum of three cores will be required at a specific test location. One core will be tested by the Contractor; one by the Contract Administrator and one will be used for a potential referee testing. Cores will be extracted, no later than 24 hours after placement ofthe asphalt, from a location adjacent to each area where Marshall plate samples were previously taken. All core locations must be accurately identified as to field location and corresponding Marshall plate sample. The frequency of cores will be a minimum of one set per 500 tonnes of mix type. The Contract Administrator may reduce the frequency of core extractions to a J 1 J J ] J l ] J l ] J l J J ) I j I l l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 5. minimum of one set of three cores per 1,000 tonnes of mix type per location ifresults indicate compactive effort is consistently meeting specifications. Compaction testing of the cores will be in accordance with the most current version of the Ministry of Transportation Laboratory Testing Manual, Test LS-287. Percent compaction will be determined by comparing the core Bulk Relative Density (BRD) to the core Maximum Relative Density (MRD). Subsection 1150.08.01 is amended by the deletion of the existing paragraph and its replacement with the following: L L L l l L L l L L L L l L The Contractor shall, upon request, allow the Contractor Administrator or his representative the right to enter upon the premises of any of the material manufacturers, suppliers, plants, laboratories, or equipment for purposes pertaining to the work, to carry out such inspection, sampling and testing as specified or as requested by the Contract Administrator or his representative. The Contractor shall, upon demand, provide the Contract Administrator with copies of daily batch weights for any mixes that have been placed and any information that relates mix types to batching weights and/or confirms the percentage of each material used in each mix where applicable. Any placed asphalt found to be segregated shall be removed and the entire lift repaved all at the Contractor's expense. The Contractor shall ensure that the offset crown (where shown) as well as the required pavement crossfalls are constructed in accordance with the drawings. Any cost for hand placing of asphalt as required shall be included in the unit price bid. The Contract unit price shall include full compensation for saw cutting joints as shown on the construction drawings or as designated by the Contract Administrator. Note: The unit price bid shall include any hand placing of asphalt. Measurement for Payment Measurement for payment - reference Form of Tender. Basis of Payment Work under these Items shall include all labour (including hand work), equipment and materials required to do the work. SUBDRAINS - ITEMS NO. A1.05 AND B1.05 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required to complete the following works in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator: .1 Supply and install 150 mm dia. perforated and non-perforated plain galvanized CSP with 1.3 mm wall thickness, including fittings, couplings, bends, caps, etc., behind the abutments, as shown on the Drawings and as directed by the Contract Administrator. Perforated subdrain shall be wrapped with filter cloth conforming to the requirements of OPSS 1860, Class 1. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 6. J J J J J J ] l J .J J J J J J ] I j J .2 Supply and install Armtec CSP-I0012 or reviewed equivalent rodent grates at all subdrain outfalls. .3 Supply and installation of crushed stone around subdrain pipe with a minimum 50 mm bedding. Ensure subdrain pipe is not allowed to float out of position. Crushed stone shall be wrapped in geotextile. .4 Core drill through the concrete wingwalls and grout in pipe inserts in ac~ordance with OPSD 3515.00. .5 Basis of Payment - length, in metres, of subdrain installed. Note: 150 mm non-perforated outlets and rodent grates will be paid for under Item 105 band c. CONCRETE SIDEWALKS - ITEMS NO. A1.06 AND B1.06 Concrete sidewalks shall be constructed in accordance with Clarington Standard Drawing C-307. The unit price shall include earth excavation/fill and the supply, placement and compaction of 100 mm Granular 'A' base for the sidewalk. CONCRETE CURB AND GUTTER/CONCRETE CURB - ITEMS NO. A1.07 AND A1.08 Amendment to OPSS 353 Air Content of Concrete 353.05.01 Concrete Subsection 353.05.01 ofOPSS 353, September 1996, is amended by the addition of the following: The air content of concrete placed by extrusion methods shall not be less than 4.5% when t~sted in place in a plastic state. Where concrete sidewalk is to be placed adjacent to concrete curb the curb shall be widened to provide a key to receive the concrete sidewalk. The concrete curb & gutter shall be constructed continuous at the location of catchbasins. STEEL BEAM GUIDE RAIL - ITEMS NO. A1.08 AND B1.08 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required to install new guide rail and channel, including removal and disposal of existing guide rail in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator. enc:er L:TlS and for the COHn-act unit prices. the Contractor shall also modify the existing guide rail in the northwest comer as required and as directed by the Contract Administrator. ADJUST MANHOLES AND CATCHBASINS (provisional) - ITEMS NO. A1.10 AND B1.10 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required to adjust structures in accordance with Contract Drawings to the satisfaction ofthe L L L l l L L L L L L L L L L L L l L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 7. Contract Administrator and shall include: .1 Removal and disposal off site of asphalt pavement, curb and gutter, asphalt or brick boulevard, as applicable and as required including all sawcutting. .2 Excavation, removal and cleaning of existing frame and cover. .3 Removal and disposal of existing brickwork to the satisfaction of the Contract Administrator. .4 Placing of new modular adjustment rings and existing frame and cover grate to suit the existing or proposed grade as shown on Contract Drawings. .5 Restoration of curb and gutter, asphalt or brick boulevard and pavement to existing contours and cross-section. The Authority reserves the right to delete this Item from the Contract in its entirety. FINAL PAVEMENT MARKINGS - ITEMS NO. A1.11 AND B1.11 Final lane markings shall be durable (thermoplastic only) and the materials are to be approved by the Contract Administrator prior to application. All lane markings and various traffic control markings shall conform to the procedures and standards of the "Ontario Traffic Manual" published by the Ministry of Transportation, which is available for reference at the office of the Contract Administrator. The Contractor shall notify the Contract Administrator a minimum of forty-eight (48) hours in advance of his intention to complete this work. Work under this Item shall include all labour, equipment and materials required to apply all lane markings and traffic control markings as indicated on the Contract Drawings. TEMPORARY PAVEMENT MARKINGS - ITEMS NO. A1.12 AND B1.12 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required to complete the following works in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator: .1 Supply, installation and removal of the temporary preformed pavement markings as shown on the Drawings and as directed by the Contract Administrator. Under Item No. 1.12a) black-out tape shall be placed over existing pavement markings as directed by the Contract Administrator. .2 All required layout and maintenance of the markings in accordance with the Contract Drawings and in conformance to the "Ontario Traffic Manual, Book T' and/or as directed by the Contract Administrator. The work shall be performed in accordance with the manufacturer's recommendations, which shall include the use of a qualified firm, trained and licensed by the material manufacturer. Materials The removable preformed pavement markings shall be of a high quality polymeric tape, such as SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 8. J J J ] J ] J l l l J l I ] j j I I J "SCOTCHLANE" Brand Pavement Marking Tape, Series #5710, manufactured by 3M Canada Inc. The colour shall be white, yellow or black as shown on the drawings. The Contractor shall notify the Contract Administrator at least three (3) weeks in advance of the type of material he intends to use. Materials which are not acceptable to the Contract Administrator shall not be used. Equipment The linear removable preformed pavement marking tape shall be ten (10) cm in width, and shall be applied by using a "Scotch Liner" brand manual tape applicator, and/or the "Scotch Liner" brand mechanical highway tape applicator. The equipment shall be operated in accordance with the manufacturer's recommendations. Application and Removal The removable preformed pavement markings shall be applied to a clean and dry asphalt or concrete surface, in accordance with the manufacturer's specifications. The markings shall be capable of performing for the duration of a normal construction season and shall then be capable of being removed intact or in large pieces, either manually or with a recommended roll up device. The Contractor shall reinstate any temporary tape which does not adhere to the road, for whatever reason, at his own cost. Maintenance The preformed pavement markings which wear or ravel shall be removed entirely and new preformed pavement markings applied in its place. Measurement The linear removable preformed pavement markings, applied to the road surface to the satisfaction of the Contract Administrator, shall be measured in linear metres along the length of the marking material, regardless of colour. Broken pavement marking quantities shall be the linear measurement of actual tape, and shall not include gaps or breaks between adjacent tape markings. The measurement shall be based upon ten (10) cm marking width and the quantity shall be increased by a factor of one (1) for each additional ten (10) cm increment in width. There shall be no separate measurement for payment of markings removed and/or reapplied for maintenance purposes. Payment p'"'1",,y:~b1.' 7eformed pavement markingc: ShJlf be )J3id DJr at the- rate of60% of tile unit pri(>,~ bid upon installation of the pavement markings and 40% of the unit price bid upon the removal of the pavement markings from the site. Such payment shall be full compensation for the supply of all materials, equipment and labour necessary for the completion ofthe work in accordance with this Specification including maintenance of the markings. L L L L L L l L L L L L l L L L L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 9. SILT FENCE BARRIER - ITEMS NO. A1.13 AND B1.13 Under these Items and for the Contract unit price the Contractor shall supply, install, maintain and remove silt fence barrier, as shown on the Drawings and as directed by the Contract Administrator. The following work is included: .1 Excavation to facilitate supply and installation of silt fence prior to any construction commencement at locations shown on Contract Drawings. .2 Maintenance of silt fence and reinstatement as required during construction. .3 Removal of all material related to the above work off site upon completion of the Contract. .4 Restoration "in kind" of disturbed areas to the satisfaction of the Contract Administrator. REMOVAL AND DISPOSAL OF EXISTING STRUCTURE - ITEMS NO. A1.14 AND B1.14 Under these Items and for the Contract prices, the Contractor shall: .1 Remove and dispose of a portion of the concrete deck, ballast walls and hauches, including all sawcutting at the limits of removal, to accommodate the modification of the structure at the abutments. .2 Remove and dispose of a portion of the concrete sidewalks. Removal of concrete to accommodate modification ofthe structure at the abutments will be completed under Items 3.01 and 3.02. Removal of concrete from the portion of the sidewalk to remain following scarification shall be completed under the Item "Concrete Removal - Partial Depth - Type A. .3 Remove and dispose of existing parapet walls, parapet rails, approach slabs, expansion joint assemblies, including all sawcutting at the limits of removal. .4 Remove and dispose of existing deck drains as designated on the Contract Drawings. .5 Relocation of existing embedded utilities, including temporary support. .6 Perform all excavation required to accommodate the works, except as provided under the other Items of this Contract, as shown on the Drawings and as directed by the Contract Administrator. Any over excavation shall be backfilled with Granular' A' material and compacted at the Contractors expense and as directed by the Contract Administrator. .7 Perform all removals not provided for under other Items of this Contract. .8 Submit proposed method, in writing, for removals and related procedure to protect watercourse to the Contract Administrator for approval. Under this Item and for the Contract price, the Contractor shall field cut and remove, or retain, clean and bend existing reinforcing steel, as shown on the Drawings and as directed by the Contract Administrator. Care shall be taken not to damage, cut or loosen existing reinforcing bars exposed by the Contractor's operations. The exposed reinforcement shall be cleaned of all scale and corrosion deposits by chipping and abrasive blast cleaning. The Contractor shall adjust and bend the existing reinforcement where required to accommodate new concrete. The Contractor shall take all necessary care not to damage the girders, diaphragms, etc. below the deck slab. Hoe-ram shall not be used to remove concrete from the deck. The proposed procedure for sawcutting of concrete shall be submitted to the Contract Administrator for review as required elsewhere in the specifications. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 10. J l J J J l l J J l ] l ] ] 1 J I S"' " J Hammers used for removal of concrete and/or within 100 mm of the girders or diaphragms and concrete to remain in place shall be restricted as follows: General removal shall be done using a hammer with a maximum mass of 14 kg. Removal of concrete from around the reinforcing steel and shear connectors adjacent to the precast concrete girders, concrete diaphragms, etc. using a chipping hammer with a mass of 7 kg. The Contractor shall take all necessary precautions to prevent any debris from falling into the watercourse. The Contractor shall observe all safety laws and regulations in carrying out the work of this Item. Any damage caused 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 Contract Administrator. All removals from the existing structure, except as specifically noted, shall remain the property of the Contractor to be disposed of by the Contractor off the limits of the Contract, at a location arranged for by the Contractor at his own expense and to the satisfaction of the Contract Administrator. When hauling rubble, excavated materials or fill from or to the site, the Contractor shall comply with the requirements of the Highway Traffic Act. Blasting will not be permitted for any work under these Items. Work under this Item shall not commence without prior approval in writing from the Contract Administrator. ROADWAY PROTECTION - ITEMS NO. A1.1S AND B1.15 Under this Item and for the Contract price, the Contractor shall supply all materials and carry out such work as may be required, including the driving of piles where necessary, to protect the existing bridge and approach roads at all times from his operations, against damage or functional impairment, in accordance with OPSS 539. Payment under this Item will include the supply of all materials, equipment and labour necessary to carry out the roadway protection. The Contractor shall submit six (6) copies of detailed drawings including design calculations, outlining his proposed method of installing the roadway protection, for the Contract Administrator's review and as required elsewhere in the Specifications. All calculations and shop drawings shall be stamped and signed by a qualified professional Engineer licensed in Ontario. Th \\'od: under this Item shaH not commence without prior approval in writing from the Contract Administrator. DOWELS INTO CONCRETE - ITEMS NO. A1.16 AND B1.16 The Contractor shall supply all labour, equipment and materials required to supply and install dowels into concrete, as shown on the Drawings and as directed by the Contract Administrator. L L L l l L L L L l L L L L l l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 11. Payment for these Items at the Contract price shall include: .1 Core drilling into the existing concrete and grouting in dowels as shown on the Drawings. .2 Supply and installation of all reinforcing steel bars. Grout shall be the Hilti HIT HY -150 Adhesive System, or approved equal, and shall be used in accordance with the manufacturer's recommendations and as directed by the Contract Administrator. The holes shall be pre-dampened for a period of one hour and free water shall be removed prior to application of the grout. The holes shall be free of dust and debris immediately prior to placement of the anchoring agent. When the anchoring agent fails to fill the hole after insertion of the dowel, additional anchoring agent shall be added to fill the hole. Holes that are started but not complete because reinforcing steel is encountered shall be cleaned and filled with an approved patching material. All debris resulting from the operation shall be disposed of as specified elsewhere in the Contract. CONCRETE IN THE STRUCTURE - ITEMS NO. AI.17, A1.18, A1.20, A1.21, Al.22, Al.28, Al.29, A1.41, B1.17, Bl.18, BI.20, B1.21, B1.22, B1.28, BI.29 AND B1.41 Concrete Ouantities The following approximate quantities for the Items listed below are for the Contractor's information only: Alternative A Item No. A 1.17 - Concrete in Substructure Item No. AI.18 - Concrete in Deck and Sidewalks . Item No. AI.20 - Concrete in Median Item No. A1.21 - Concrete in Approach Slabs Item No. A1.22 - Concrete in Parapet Walls Item No. AlAI - Concrete in Toe Wall 55 m3 167 m3 34m3 67m3 70m3 4m3 Alternative B Item No. B 1.17 - Concrete in Substructure Item No. B 1.18 - Concrete in Deck and Sidewalks Item No. B 1.20 - Concrete in Median Item No. B 1.21 - Concrete in Approach Slabs Item No. B 1.22 - Concrete in Parapet Walls Item No. B1.41 - Concrete in Toe Wall 55 m3 168 m3 34m3 67m3 40m3 4m3 Lump Sum Concrete Items Should the estimated quantities of concrete as shown in the tendering information, for any specific lump sum concrete Item, differ by more than 5 percent from the theoretical quantities as determined from the design dimensions of the structure component and where such discrepancy in quantities does not result SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 12. l ] ] J J '] ] J ] l l I I j J j I J J from a change in design made in accordance with Clause GC 3.11.01 of the General Conditions, then either party to the Contract upon the written request of the other, shall as soon as reasonably possible, negotiate upward or downward, the compensation for that portion of the concrete which is in excess of or less than the estimated quantity plus or minus the 5 percent increase or decrease. Where a change in quantity results from a change in design made in accordance with Clause GC 3.11.01 of the General Conditions, then either party to the Contract upon the written request to the other, shall as soon as reasonably possible, negotiate a new lump sum price for the Tender Item in question. Curinl! of Concrete Clause 904.07.03.05.01 ofOPSS 904 is deleted and replaced with the following: "All unformed and slip formed surfaces shall be cured by burlap and water curing method only". Payment for the above Items will include full compensation for all labour, materials and equipment necessary to cure all concrete with burlap and water in accordance with OPSS 904. Shippinl! of Concrete Test Cvlinders In addition to the requirements of OPSS 904.10, payment for the above Items will include compensation for shipping concrete test cylinders to the location designated by the Contract Administrator. Al!l!rel!ate Sources Only those sources listed on the Aggregate Sources List for concrete shall be used; sources that are not shown on this list may be accepted by the Contract Administrator after samples have been tested and have met the current physical requirements and the alkali reactivity requirements ofOPSS 1002. Reinforcinl! Steel Payment for the above Items, whether by lump sum or cubic metre, will include the supply, storage and installation of reinforcing steel and couplers, as shown on the Drawings. The Contractor shall submit shop drawings to the Contract Administrator, for review, as required elsewhere in the Specifications. Fabrication shall not commence until the shop drawings have been reviewed. CONCRETE IN SUBSTRUCTURE - ITEMS NO. A1.17 AND B1.17 All concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 Supply and installation of all joint filler, flexcell, caulking, expanded polystyrene, Evazote, etc., and similar Items as indicated on the Drawings, and as required to complete the structure. .2 Concrete in ballast walls and cleats. .3 Concrete in sidewalks on wingwalls and sidewalk cut-off walls. .4 Supply and installation of the 15 mm elastomeric seating pads on the top of the ballast walls as shown on the Drawings. .5 Preparation of existing concrete surfaces against which new concrete is to be placed. L L L L L L l L l l L L' l L L l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 13. .6 Supply and installation of all reinforcing steel bars. .7 Field cutting, bending and abrasive blast cleaning of all existing reinforcing steel to be left in place and as directed by the Contract Administrator. CONCRETE IN DECK AND SIDEWALKS - ITEMS NO. At.t8 AND Bt.t8 All concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 Supply of all styrofoam, flexcell, expanded polystyrene, P.V.c. waterstops, caulking, evazote, etc. as required to complete the structure. .2 Preparation of existing concrete surfaces against which new concrete is to be placed. .3 Concrete in deck and sidewalks. .4 Supply and installation of reinforcing steel. .5 Field cutting, bending and abrasive blast cleaning of all existing reinforcing steel to be left in place, as shown on the drawings and as directed by the Contract Administrator. .6 The supply and installation of new deck drains. Alternative B Under Alternative B, the Contractor shall also provide all labour, equipment and materials required for . the construction of light pole bases, including the supply and installation of anchorage assemblies to match the existing poles on the structure. IMPRESSED CONCRETE (Provisional) - ITEM NO. Al.t9 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required, including the production of custom stamps if required, to place impressions in the concrete sidewalk surface in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator. Concrete shall be supplied, placed, finished and cured under the Item "Concrete in Deck and Sidewalks". For brick and lake trout stamping contact Bob Engelbert of Set In Concrete at 1- 866-875-9377. The lake trout stamp shall become the property of the Municipality ofClarington upon completion of the work. The Authority reserves the right to delete each of these Items from the contract in their entirety. CONCRETE IN MEDIAN - ITEMS NO. Al.20 AND Bt.20 All concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 Supply of all styrofoam, flexcell, expanded polystyrene, P.V.C. waterstops, caulking, evazote, etc. as required to complete the structure. .2 Concrete in medians. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 14. ] ] J J ] ] ] l ] J ] l ] J J l I' i I I .3 Supply and installation of reinforcing steel. CONCRETE IN APPROACH SLABS - ITEMS NO. A1.21 AND B1.21 An concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 Supply of all styrofoam, flexcell, expanded polystyrene, P.V.C. waterstops, caulking, evazote, etc. as required to complete the structure. .2 Preparation of existing concrete surfaces against which new concrete is to be placed. .3 Concrete in approach slabs and sidewalks. .3 Supply and installation of all reinforcing steel as required to reconstruct the concrete approach slabs at the abutments. .4 New Evazote seals, expanded polystyrene and fibreboard for expansion joints between approach slabs and wingwalls. .5 Field cutting and abrasive blast cleaning of all existing reinforcing steel to be left in place and as directed by the Contract Administrator Prior to placing concrete in the approach slabs, the Contractor shall provide and lay a polyethylene film moisture vapour barrier over the full width between the side forms. Joints in the polyethylene shall be lapped at least 100 mm and it shall be maintained in an undisturbed condition throughout concrete placement. The polyethylene film shall have a thickness of at least 50 JAm and shall otherwise meet the requirements ofOPSS 1305. Elastomeric Seating Pads Subsection 904.05.14 is deleted and replaced by the following: . Elastomeric seating pads used for approach slabs shall conform to the requirements of OPSS 1202, except that the hardness of the elastomer shall be 60:1::5 Shore A. CONCRETE IN P ARAPET WALLS - ITEMS NO. A1.22 AND B1.22 All concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 Supply and installation of all joint filler, flexcell, caulking, expanded polystyrene, Evazote, etc., and ~'i:rnbr Items as indicated on the Drawings. and as required to complete the stnlcture. .2 Supply and installation of anchorages for the guide rails and handrails as shown on the Drawings. .4 Preparation of existing concrete surfaces against which new concrete is to be placed. .5 Concrete in parapet walls. .6 Supply and installation of reinforcing steel. L l SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 15. L L L L L L L L L L L l L l L L l Alternative A Under Alternative A, the Contractor shall also provide all labour, equipment and materials required for the following work in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator: .1 Forming of architectural features as shown on the Drawings. .2 Grey cement abrasive blast cleaning recessed panels to expose coarse aggregate, as shown on the Contract Drawings and as directed by the Contract Administrator. PEDESTRIAN HANDRAIL - ITEMS NO. Al.23 AND B1.23 Under these Items and for the Contract prices, the Contractor shall supply all materials, equipment and labour necessary for the work of fabricating, coating, and erecting the aluminum railing on the parapet walls, including anchors and appurtenances, as shown on the Contract drawings and as directed by the Commissioner. Materials Materials for the Aluminum Railing shall be as follows: Extruded Shapes for: i) Posts and Rails ii) Round Extruded Tubings iii) Plates iv) Bolts, Screws, Nuts and Washers CSA HA.S GX IIR-T4 CSA HA.7 GS IIR-T4 CSA HA.4-GM41-HII-A Type 304 Stainless Steel to ASTM A314-83 Fabrication and Erection Components ofrailing shall be joined by means of bolts, screws and welds as called for on the Contract Drawings. Special Aluminum Alloy fasteners may be used provided that they are reviewed by the Commissioner. Balusters Tubular vertical balusters shall be fastened to the horizontal rails by expanding the tubes where they pass through the rails. Holes should be drilled to a size not more than 1 mm greater than the nominal diameter of the baluster tube. A standard self-feeding tapered roll expander shall be used and balusters expanded to give a tight fit on all rails. Cutting (a) Material 13 mm thick or less may be sheared, sawn or cut with a router. Materials more than 13 mm thick shall be sawn or routed. (b) Cut edges shall be true and smooth, and free from excessive burrs or ragged breaks. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 16. (c) Re-entrant cuts shall be avoided wherever possible. If used, they shall be filleted by drilling prior to cutting. (d) Flame cutting of aluminum alloys is not permitted. Bolting Bolt holes in 10 mm or thinner material may be drilled or punched to finish size. In material thicker than 10 mm, the holes shall be drilled to finish size or sub-punched smaller than the nominal diameter ofthe fastener and reamed to size, The finished diameter of the holes shall not be more than seven percent greater than the nominal diameter of the fastener except: (a) Slotted holes for expansion purposes shall be provided as required on the plans. (b) Holes for anchor bolts may be up to 50% greater than the nominal bolt diameter with a maximum of 13 mm greater than the nominal bolt diameter. Holes shall not be drifted in such a manner as to distort the metal, but holes only slightly misaligned may be reamed to render a reasonable fit. In all bolts the finished shank shall be long enough to provide full bearing and washers shall be used under the nuts to give full grip when the nuts are tightened. Welding Welding will not normally be permitted, but where it is called for on the plans it shall be done by qualified welders, using either the Metal Inert Gas (MIG) or Tungsten Inert Gas (TIG) processes. All areas to be welded should be thoroughly cleaned with suitable solvent followed by wire brushing if . surfaces are heavily oxidized. The size of fillet for equal leg fillet welds is defined as the leg length of the largest isosceles right angle triangle which can be inscribed within the fillet weld section. Welds must penetrate into the root corner. All butt welds should be repaired by chipping out the defective areas and re-welding. Particular care must be paid to the elimination of craters and cold starts. Welders and procedures should be qualified as agreed between the Commissioner and the Fabricator. Contact with Other Metals Aluminum alloys shall not be placed in contact with copper, copper base alloys, lead or nickel. Contact with Steel The contacting surfaces shall be thoroughly coated with aluminum impregnated caulking immediately prior to Zlssc:1iHy or a synthetic rubber gasket may be used. Contact with Concrete, Wood or Masonry The contacting aluminum surfaces shall be given a heavy coat of alkali-resistant bituminous paint prior to installation. The paint shall be applied as it is received from the manufacturer without the addition of any thinner. Aluminum surfaces embedded in concrete shall be given one coat of zinc chromate primer prior to installation. The paint shall be allowed to dry before installation. J l J J J ] J J J ] I I I J I I I I I L l L L L L L L L L L L' L l L L l L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 17. Coating "Aluminum Railing" including posts, rails, caps, tubing and all associated hardware, shall be coated in accordance with the requirements ofOPSS 911. Any references to "structural steel" or "railing system" in OPSS 911 are revised to include the aluminum railing and appurtenances. OPSS 911.02 is modified by the addition of: CGSB I-GP-71 (1974) - Methods of Testing Paints and Pigments ASTM D2794 (1990) - Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact) ASTM D522 (1988) - Mandrel Bend Test of Attached Organic Coatings SSPC Systems and Specifications, Fifth Edition, 1989. CGSB 31-GP-101M (1977) - Films, Chemical Conversion, for Aluminum and Aluminum Alloys. Referenced specifications are not provided by the Authority and the Contractor shall be responsible for obtaining copies. OPSS 911.04.01.01 is modified by the deletion of paragraph (4) and the addition of: "Two weeks prior to coating application, the Contractor shall identify the applicator and coating system manufacturer, and not proceed with coating until the Commissioner approves both in writing. This submission shall include: a) Material certificate from the manufacturer stating that all coating materials and the coating system meet or exceed the minimum physical properties and performance requirements of this specification. b) The manufacturer's current product data sheets, and c) Documentation to show the applicator is approved by the coating manufacturer. The material certificate shall include documented test results to verify performance in accordance with OPSS 911.05. The product data sheets shall indicate surface cleaning, pre-treatment, material properties, storage, handling, application and curing requirements." OPSS 911.05.01 is deleted and replace by: "The coating system shall be a lead free, Polyester TGIC powder coating; which meets or exceeds the following material requirements: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 18. J 1 ] l 1 1 J ] J 1 J l l l ~ j I I I Colour The colour of the finish shall be semi-gloss black, subject to the approval of the Contract Administrator. When measured in accordance with I-GP-71 (12.1) the colour difference shall be no more than:t3 unit. Adhesion The coating system shall show no loss of adhesion and no removal from the chemical film (Class 5) when tested in accordance with I-GP-71 (135.8). The chemical film on the base metal shall show no damage or other defects. Gloss Gloss shall be determined in accordance with I-GP-71 (13.1 to 13.4). Accelerated Weathering When prepared and tested in accordance with I-GP-71 (122.1), after 1000 hours of exposure, the coating system shall show no checking, blistering, loss of adhesion, colour difference (~E) exceeding I unit or other defects. Corrosion Resistance When prepared and tested in accordance with I-GP-71 (129.1) using scored panels, after 1000 hours of exposure the coating system shall show no checking, blistering, loss of adhesion or other defects. Flexibllity When prepared and tested in accordance withASTM D522-88 using a 12 mm cylindrical mandrel, the coating system shall not exhibit cracking. . Impact When prepared and tested in accordance with ASTM D2794-90 using a 12 mm punch and extrusion, the coating system shall resist an impact of 160 in.lbs. without failure. Tests conducted using ASTM procedures equivalent to the prescribed CGSB specifications are acceptable to the Authority. Compliance with material requirements may be demonstrated using coating manufacturer's existing product literature, or in the absence of applicable results, by completing additional tests to the prescribed standards. ~ CSl shaH be aluminum and prepared in accordance with I-GP-71 (99.1). Material shall be delivered to the applicator in the manufacturer's sealed containers bearing the manufacturer's labels conforming to OPSS 1704." OPSS 911.07.01.01.01 is modified by the addition of: L l L L L L L L L L L L l L L L L L l SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 19. "Surface preparation or pre-treatment shall include: alkaline cleaning in accordance with SSPC-SPl; deoxidizing; and chromate conversion precoat treatment in accordance with 31-GP-l 0 1 M. Only spray or immersion processes are permitted, hand-wiping or similar methods are not acceptable for cleaning or pre-treatment. Each of the above processes shall be followed by a potable water rinse." OPSS 911.07.01.02.01 is modified by the deletion of paragraphs (4) and (8), and the addition of: "Hardware consisting of stainless steel bolts, nuts and washers shall not be coated. The precoat, coating and curing process/equipment shall be of sufficient size to accommodate an entire 3000 mm length of railing panel in one operation." OPSS 911.07.01.02.10 is modified by the addition of: "Touch-up shall be completed in accordance with the manufacturer's recommended procedure; and be flush and smooth with the refinished surfaces and present surfaces free of laps, uniform in colour and gloss and inconspicuous in the finished work." OPSS 911.07.01.02.11 is modified by the addition of: "All tests required to confirm compliance with the standards prescribed by this specification shall be the responsibility of the Contractor. The authority will review the test results and may repeat any tests at its discretion. If the authority conducts tests, it shall inform the contractor of the amounts, dates, labeling and other details regarding submission of samples. The coating system manufacturer shall provide an adequate inspection service to ensure correct application and shall supply the Contract Administrator with three (3)copies of the inspection report prepared as a result of each visit to application facilities." OPSS911.07.01.02.13 "Polyester Powder System" is'added: "The polyester powder system shall consist of one (1) coat, providing a minimum Dry Film Thickness of 3 mil (75 urn)." OPSS 911.08.01 is modified by the addition of: "and 31-GP-I0IM requirements." OPSS 911.08.03 is deleted and replaced by the following: "The dry film thickness will be measured by non-destructive, Type 2, fixed probe, eddy current gauges. Calibration of these gauges shall conform to the manufacturer's recommendations. Determination of the acceptability of the dry film thickness shall be made in conformance to SSPC-PA 2, Section 3." OPSS 911.10.01 is modified by the addition of tender Item "Aluminum Railing". OPSS 911.10.03.01 is modified by the addition of: "Progress payments for the surface preparation and coating will not be made." SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 20. J J J J l l J ] ] l J ] ] J J j I I I . Erection Rails and posts shall be erected true to line and level as shown on the plans or as required by the Commissioner. Where shims are required for the alignment of posts, they shall be made from fully annealed alloy known commercially as Alcan 2S or equivalent. Aluminum railings shall be thoroughly cleaned of all discoloration by approved methods and all marks and scratches occurring during fabrication shall be removed. The Contractor shall ensure that the railings, when erected, have a clean surface of uniform appearance and textures. Shop Drawings The Contractor shall submit six (6) sets of shop drawings to the Contract Administrator for review. The Contractor shall check the layout detailed on the Contract Drawings and verify all dimensions before preparing shop drawings. Any discrepancies shall be reported for clarification. Payment Payment will be made at the Contract price and shall be payment in full, for all labour, materials and equipment necessary to complete the installation of the aluminum railing, including the supply of anchors and anchorages, all as shown on the drawings. CONCRETE PATCHES, PROPRIETARY PRODUCT - ITEMS NO. A1.30 AND Bl.30 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials required restore the concrete deck soffit and precast girders in accordance with the Contract Drawings and to the satisfaction of the Contract Administrator. Payment at the Contract unit price shall include the following work as directed by the Contract Administrator: .1 Priming the concrete surfaces with a thin, even coating of the liquid component ofthe Sikatop 123 Plus Gel Mortar, or approved equal. The priming coat shall be applied to a damp surface and shall be brushed onto the existing concrete surface immediately before the Repair Mortar is applied. Any area of prime coat which is allowed to dry before the Repair Mortar is placed shall be removed by mechanical means and a fresh prime coat applied. .2 The supply and application of the Sikatop 123 Plus Gel Mortar, or approved equal, in 13 mm maximum thickness layers to the spalled concrete surfaces in accordance with the manufacturer's recommendations. The Sikatop 123 Plus Gel Mortar shall be used within its pot life as recommended by the manufacturer, and during this time the mortar shall be continuously remixed. Tempering of the mortar with thinning solvent will not be permitted. Measurement for payment shall be made on the basis of the number of litres of the Sikatop 123 Plus Gel Mortar, or approved equal, obtained after mixing Components A and B, and incorporated in the L L L L L L L L l l L L L L L l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 21. restoration of the concrete surfaces, as directed by the Contract Administrator. ASPHALT MEMBRANE WATERPROOFING - ITEMS NO. Al.32 AND B1.32 Prior to placement of the waterproofing, the Contractor shall repair areas of shallow concrete spalling where the deterioration does not extend to the reinforcing steel and to provide a smooth, level deck surface prior to abrasive blasting and waterproofing, as directed by the Contract Administrator, except as provided for under other Items of the Contract. The work shall include grinding smooth any rough areas on the existing deck surface and filling any low areas with Set-45 concrete repair mortar or approved equal. The Set-45 concrete repair mortar, as manufactured by Set Products, or approved equal shall be mixed and applied to the deck surface as recommended by the manufacturer, and as directed by the Contract Administrator. EMBEDDED WORK IN STRUCTURE - ITEMS NO. Al.34 AND Bl.34 Under these Items and for the Contract unit prices, the Contractor shall supply all labour, equipment and materials necessary to complete the installation of ducts including conduits, expansion joints, polypropylene pull rope, junction boxes etc., as directed by the Contract Administrator. All materials used are to be new and are to have CSA and Hydro approval. Items specified by name imply such products to be used unless a substitute is approved by the Contract Administrator. Materials not specified by name shall be the best available and where there is a choice of materials, the Contract Administrator shall have the right to select the materials to be used. During construction, all conduits shall be kept clean by sealing the open ends with metal or paper pennies and bushings. All conduits are to be swabbed clean and dry. A tight waterproof system of the highest standard shall be provided by the Contractor. RETAINED SOIL SYSTEM WALL (TIE-BACK SYSTEM) - ITEMS NO. Al.36 AND Bl.36 This special provision covers the requirements for the design, supply and construction of Retained Soil Systems (RSS). The low performance wall is :I:3m long supporting the bridge approach on the north east quadrant of the Bowmanville Creek Bridge. The system will include a minimum 300mm thick vertical layer of free draining clear stone directly adjacent to all facing units. This layer must be free draining into a perforated drain specified by the Manufacturer. This layer is exclusive of any similar drainage rock specified by the Manufacturer. Additional requirements for RSS pre-cast concrete facing elements shall be as specified elsewhere in the Contract. References This special provision refers to the following standards, specifications or publications: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 22. J J J l ] l J J J ) J l J J J J I I I Ontario Provincial Standard Specifications, General: OPSS 180 Management and Disposal of Excess Materials Ontario Provincial Standard Specifications, Construction: OPSS 501 OPSS 539 Compaction Protection Schemes 1. MINISTRY OF TRANSPORTATION PUBLICATIONS MTO Designated Sources of Materials (DSM) Generic Requirements for Retained Soil Systems for DSM Canadian Highway Bridge Design Code 2000 (CHBDC) Definitions For the purposes of this special provision the following definitions apply: Approved Product Drawings: means the documentation for an RSS which has been submitted to the Ministry by the Manufacturer for approval and listing in the DSM, in accordance with the Generic Requirements for Retained Soil Systems for DSM. Associated BaddiU: means all backfill other than engineered backfill necessary to construct the RSS, and to reinstate the excavation for the RSS. Design Engineer: means the Engineer who produces the working drawings; the Design Engineer shall be certified by the Manufacturer as having the appropriate experience and expertise to provide design services for the Manufacturer's RSS. Design Check Engineer: means the Engineer who checks the original design; the Design Check Engineer shall be certified by the Manufacturer as having the appropriate experience and expertise to provide design services for the Manufacturer's RSS. Engineered Backfill: means all backfill that is part of the engineered materials comprising the RSS and/or the RSS foundation. External Stability: means the stability of the foundation and slope/embankment on which the RSS relies for support during and after construction. Internal Stability: means the stability of the engineered materials comprising the RSS. \ [J);.; L' , C'-'[: ]1;':.1115 the party who supplies and/or spcci fies the design, rnat.erials and components for the RSS selected by the Contractor. Quality Verification Engineer: means an Engineer recognized by the Manufacturer as having demonstrated experience and expertise to provide quality verification services for the Manufacturer's RSS. The Quality Verification Engineer shall be retained by the Contractor to certify that the work is in general conformance with the contract documents and to issue Certificates of Conformance. L l l L L L L L L L L L L l L L L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 23. Retained Soil System (RSS): means a proprietary system which uses mechanical soil stabilization to retain horizontal loads in excess of 2 m in height for applications such as true and false abutment structures, retaining waIls and steep slopes; or, to retain vertical loads for applications such as embankments over soft ground. Stamped: means working drawings that have been reviewed and stamped "Conforms with Contract Documents". The stamp shall include the date and signature of the Quality Verification Engineer Submission and Design Requirements Submissions Working Drawings All submissions shall bear the seal and signature of the Design Engineer and the Design Check Engineer. The Contractor shall submit working drawings for the design, fabrication and construction of the RSS to the QVE for review and stamping. The Contractor shall have a copy of the stamped working drawings on site at all times. At least two weeks prior to commencement of construction of the RSS, the Contractor shall submit to the Contract Administrator three (3) sets of the stamped working drawings. Working Drawing Requirements Working drawings shaIl include at least the foIl oWing: . All design, fabrication and construction drawings and specifications for the RSS; . Details of all excavation, unwatering, drainage and backfiIling required to construct the RSS, including type and source of associated backfill. The Contractor is advised that excavation for the retaining waIl is in close proximity to buried utilities. Care shall be taken not to damage existing utilities. . Details at joints and connections to other structures where shown in the Contract Drawings . Details of all protection systems; . Statement of bearing resistance required by the RSS foundation, and the bearing resistance provided in accordance with the CHBDC; . Statement of satisfactory internal and external stability; . All design, fabrication and construction drawings and specifications for traffic barriers and base, and finishing caps, where applicable; . Details of how all relevant Operational Constraints and Environmental Constraints, as specified elsewhere in the Contract, wiIl be adhered to. . A copy of the Approved Product Drawings covering material and construction details Certificate of Conformance The Contractor shall submit to the Contract Administrator a Certificate of Conformance sealed and signed by the Quality Verification Engineer upon completion of each of the foIlowing operations and prior to commencement of each subsequent operation: . foundation base preparation . on-site delivery of manufactured and fabricated components SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 24. J J J J ] J J I ] ) I 1../; .",;' I I i ] I I I . alignment of RSS as per contract documents . backfill material The Certificates of Conformance shall state that the materials and work have been supplied and installed in general conformance with the stamped working drawings and Contract documents. Upon completion of the RSS installation, the Contractor shall submit to the Contract Administrator a final Certificate of Conformance sealed and signed by the Quality Verification Engineer stating that the RSS has been constructed in general conformance with the stamped working drawings and Contract documents. Warranty The Contractor shall submit an unconditional warranty to the Owner, to implement all repair and maintenance requirements to the RSS related to design, materials and workmanship for a period of three (3) years from the date of certification of completion of the Contract. Design General The Contractor shall verify the existing site conditions and ground elevations before preparing the working drawings, and notify the Contract Administrator immediately if site conditions differ from those described in the Contract. The Application, Performance, and Appearance requirements for the RSS shall be as specified elsewhere in the Contract. The geometric requirements of the RSS, including alignment and profiles, typical cross-sections, and location of traffic barriers and/or finishing caps, as well as other constraints influencing the design of the RSS, shall be as specified elsewhere in the Contract. RSS Selection The Contractor may select any RSS designated as A (Accepted) or as DE (Demonstration) on the DSM List that meets the specified Contract requirements. RSS qualified as DE (Demonstration) status will require inspection, instrumentation, monitoring and reporting by the Manufacturer, in accordance with the Generic Requirements for Retained Soil Systems for DSM. The RSS selected and designed by the Contractor shall meet all of the requirements for the RSS specified in the Contract. Protection Systems Where the stability, safety or function of an existing roadway, railway, and other works can be impaired by an excaViilion or temporary slope, the Contractor shall provide protection systems as required, including sheet-piling, shoring, and the driving of piles where necessary, to prevent damage to such works. L L L L L L l L L L L L L L L l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 25. Materials General All materials for the selected RSS shall conform to Approved Product Drawings for that RSS. Associated Backfill Associated backfill shall be suitable for the particular application, and be approved by the Design Engineer as compatible with the RSS. Construction General The work shall include the construction ofthe RSS, and finishing caps where specified, and all excavation, unwatering, drainage and backfilling required to construct the RSS. The Contractor is advised of the presence of buried utilities in close proximity to the wall. Under this Item, the Contractor shall protect and/or relocate utilities as required to accomplish the work. Associated backfill shall be compacted in accordance with OPSS 501. RSS The RSS shall be constructed in conformance with the stamped working drawings. Protection Systems Protection systems shall be constructed in accordance with the stamped working drawings. Management of Excess Materials Excess materials resulting from carrying out the work shall be removed and managed as specified elsewhere in the Contract. Quality Insurance The Contractor shall submit representative samples of the RSS components to the Contract Administrator when requested. Basis of Payment Payment at the contract price for the above tender Item(s) shall be full compensation for all labour, equipment and material to do the work. RETAINED SOIL SYSTEM WALL (FACING ELEMENTS) - ITEMS NO. Al.36 AND B1.36 This special provision covers the requirements for materials, quality control and quality assurance testing SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 26. J J J J J J J J J J I J I ~ I', '~ I J I J and acceptance criteria for pre-cast concrete facing elements including panels. References This special provision refers to the following standards, specifications or publications: Ontario Provincial Standard Specifications, Material: OPSS 1002, Material Specification for Aggregates - Concrete OPSS 1350, Material Specification for Concrete - Materials and Production Ministry of Transportation Publications MTO Laboratory Testing Manual: Tests LS- 412, Method of Test for Scaling Resistance of Concrete Surfaces Exposed to De-icing Chemicals Canadian Standards Association CSA A 23.1- Concrete Materials and Methods of Concrete Construction CSA A23.2-3C, Making and Curing Concrete Compression and Flexure Test Specimens CSA A23.2-4C, Air Content of Plastic Concrete by the Pressure Method CSA A23.2-5C, Slump of Concrete CSA A23.2-9C, Compressive Strength of Cylindrical Concrete Specimens CSA A23.2-14C Obtaining and Testing Drilled Cores for Compressive Strength Testing American Society of Testing Materials ASTM C457, Microscopical Determination of Parameters. of the Air Void System in Hardened Concrete Submissions For pre-cast concrete facing elements, the following information shall be submitted to the Contract Administrator at least four weeks prior to the use of the pre-cast concrete facing elements: . concrete mix design, · test data on aggregates documenting conformance with OPSS 1002. · manufacturer's production quality control data on compressive strength and air void system parameters, less than 6 months old · manufacturer's production quality control data on salt scaling resistance less than 12 months old. Testing shall be carried out in conformance with test methods specified in this Special Provision. If, due to the product's physical characteristics, the product cannot be tested for scaling resistance in conformance with MTO Laboratory Testing Manual, LS- 412, Method of Test for Scaling Resistance of Concrete Surfaces Exposed to De-icing Chemicals, the Owner will request alternative testing. M alerials CO:lcctt: shall conform to OPSS 1350 except for the follO\ving: · Air void system parameters shall be a minimum of 3 % air content and the average spacing factor obtained on a minimum of two cores per structure shall be no more than 200 /lm maximum with no individual test result greater than 230 /lm. · Concrete shall conform to requirements for scaling resistance. The average maximum scaling mass loss shall be 0.8 kglm2. L l l L L l L L L l L L L l L l L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 27. Quality Control and Quality Assurance The quality control and quality assurance results will be used for determining acceptance of the product supplied to this contract. Quality Control of Pre-cast Concrete Facing Units Copies of all quality control tests required shall be provided to the Contract Administrator as soon as they are available unless otherwise specified in this Special Provision. The Contractor shall submit quality control test data on concrete air content, slump, temperature, compressive strength, air void system parameters analysis and cover over reinforcing steel. Testing for air content, slump, temperature and compressive strength shall be carried out per each 30 m3 of concrete produced or per each day of production whichever is more frequent. For acceptance purposes, the Contractor shall test a minimum of three sets of 150 x300 rom compressive strength cylinders each representing different batches of concrete, at a laboratory acceptable to the Owner. Each set shall consist of two cylinders. The cylinders made for acceptance purposes shall be made and cured in conformance with CSA A23.2-3C under standard moisture and temperature conditions and tested in conformance with CSA A23.2-9C. The cylinders shall be made by a concrete field testing technician certified by the Canadian Standard Association or by the American Concrete Institute. This person shall have successfully completed, as part of the certification requirement, written and practical examinations within the last five years verifying his/her competence to carry out field testing of concrete, and have in his/her possession, at all times testing is to be performed, a card issued by the certifying agency verifying the currency of the individual's certification. Air void system parameters analysis shall be carried out by the Coritractor on a minimum of two 100 rom diameter cores per structure removed from pre-cast concrete facing elements at locations determined by the Contract Administrator. Individual cores shall be taken from different panels. Cores shall not contain embedded steel. For air void system parameters testing, the Contractor shall use a laboratory that is on the Ministry's list of approved laboratories and operators for this testing. Air void analysis results shall be submitted to the Contract Administrator within 35 days of delivery of the pre-cast elements to the job site. Concrete cover measurements shall be carried out by the Contractor on reinforced concrete facing elements supplied to the contract, before they are installed. A minimum of 30 measurements per structure shall be carried out. Measurements shall be carried out at locations and on pre-cast elements randomly selected by the Contract Administrator. Cover measurement shall be carried out with a covermeter or a method acceptable to the Contract Administrator. The depth of cover, to the nearest millimetre, shall be determined to the outermost reinforcing steel. Concrete cover measurement results shall be submitted to the Contract Administrator at least 2 days prior to the installation of the reinforced concrete facing elements represented by the test results. Testing shall be carried out in conformance with the following: · Slump: CSA A23.2-5C, Slump of Concrete, · Air Content: CSA A23.2-4C, Air Content of Plastic Concrete by the Pressure Method, · Compressive Strength: CSA A23.2-9C, Compressive Strength of Cylindrical Concrete Specimens and CSA A23.2-3C, Making and Curing Concrete Compression and Flexure Test Specimens, · Obtaining Cores: CSA A23.2-14C Obtaining and Testing Drilled Cores for Compressive Strength Testing, SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 28. · Air Void System Parameters: ASTM C457, Microscopical Determination of Parameters of the Air Void System in Hardened Concrete. Quality Assurance The Contractor shall test two 300 mm x 300 mm specimens per structure for scaling. The specimens shall be obtained from finished pre-cast concrete facing elements randomly selected by the Contract Administrator. Testing for scaling resistance will be carried out in conformance with MTO Laboratory Testing Manual, LS- 412, Method of Test for Scaling Resistance of Concrete Surfaces Exposed to De- icing Chemicals. Acceptance of Pre-cast Concrete Facing Elements The acceptance of pre -cast concrete facing elements will be based on quality control test results obtained by the Contractor. Acceptability of air void system parameters will be based on individual core results for air content, and on the average result from two cores per structure for spacing factor. Pre-cast concrete facing elements on a structure represented by a pair of cores which fails to meet the requirements for air void system parameters will be considered unacceptable. Acceptability of concrete compressive strength will be based on the following: · the average of all sets of compressive strength tests shall be equal to or greater than the specified strength · no individual strength test shall be more than 15% below the specified strength. When the compressive strength specimens fail to meet these requirements, the precast concrete facing panels supplied to the contract will be considered unacceptable. Acceptability of concrete cover over reinforcing steel will be based on the percentage of satisfactory measurements. The concrete cover over reinforcing steel shall be within :t I 0 mm of the design concrete cover. When 10 % or more of the total number of measurements per structure is outside the specified limits, the panels in a structure represented by these measurements will be considered unacceptable. Acceptability of salt scaling resistance will be based on average of results obtained on two 300 mm x 300 mm specimens representing a structure. When the specimens fail to meet the requirements for salt scaling resistance the pre-cast concrete facing units represented by the specimens will be considered unacceptable. Unacceptable concrete facing elements shall be removed and replaced at the Contractor's expense. The COir,factor m;ij d::ct to submit a proposal for remedial 3c11011 to the Contract Administrator. Basis of Payment Payment at the Contract price for the above tender Item shall be full compensation for all labour, equipment and materials required to do the work. J J J J J J J J ~ 'J J J J "- J J I I I I l L L l L L L l l l L L L. l L l -""' L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 29. SURFACE SEALING OF CONCRETE - ITEM NO. A1.37 Under this Item, the Contractor shall prepare concrete surfaces and apply two (2) coats of sealant, including all required cleaning, protection, and access for the sealing of the concrete surfaces as shown on the Drawings and as directed by the Contract Administrator. The Contractor shall take all necessary protection measures when working adjacent to other facilities to ensure that the materials from abrasive blasting and the application of the sealer do not fall onto the adjacent facilities. Materials Concrete sealer shall be a two coat system. Primer coat shall be an oligomeric alkoxy-silane (alkylalkoxysiloxane) with a minimum 10% suspended solids of silane. Top coat shall be a methylmethacrylate (MMA) based material with a minimum 20% suspended solids ofMMA. The minimum rate of application is 4 sq. metres I litre I coat. All materials shall be delivered in original sealed containers, clearly marked with the manufacturer's name, brand name, type of materials, batch number and date of manufacture. Delivery, storage, handling, applicable temperature range, and environmental restrictions on use shall be in accordance with manufacturer's recommendations. EQUIPMENT Abrasive Blasting The abrasive blasting equipment shall be according to OPSS 929. Spraying The coating shall be applied using spray equipment meeting the requirements of the material supplier. CONSTRUCTION General The Contractor shall field verify all dimensions. The Contractor shall coordinate application of the concrete sealer with all other construction operations. Installation The Contractor shall apply concrete sealer to parapet walls as shown on the Drawings and as directed by the Contract Administrator. Preparation of tbe Concrete Surface The concrete surface shall be abrasive blast cleaned immediately prior to the application of the concrete sealer. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 30. J l J J J J , J J J i J I r rI J J I ,I t I The Contractor shall remove dust, grit, chalk marks, paints, curing compounds, and other substances, which might inhibit penetration of sealants into the concrete. Abrasive blasting shall not commence before concrete repairs are completed and patch materials are allowed to cure properly. Abrasive blasting shall not take place on surfaces that will be wet or damp following blasting. Application of Concrete Sealer The Contractor shall install the concrete sealer, in accordance with the following procedure: a. Relative humidity conditions during time of application shall be per the manufacturers application instructions. The materials shall only be applied after the concrete has air cured for a minimum of seven days or as specified on the manufacturers MDS. Materials shall not be applied under any rainy conditions or within seven days after the surface become wet from rainfall or other moisture. Concrete surface sealer shall not be applied when weather is foggy or overcast. b. Surfaces shall be thoroughly vacuumed or blown clean within 15 minutes before sealer application is started. Any oil, grease, soil, water, or other foreign matter that may have deposited on the surface after the surface preparation has been completed shall be removed before spray application. Sealer application shall only be performed when the concrete surface is clean and dry. Preheating with a torch may be used to dry the concrete surface. c. The installation areas shall be enclosed during"spraying for dust containment. The enclosure shall consist of tarps, panels, or other methods to prevent dust from escaping the immediate area. d. Handrails, utilities and other adjacent bridge components shall be taped or otherwise masked during sealing operations. e. Sealer shall be applied in strict accordance with manufacturer's recommendations, observing all necessary safety precautions required by regulating authorities. f. The Contractor shall take precautions to ensure that workmen and work areas are adequately protected from fire and health hazards resulting from handling, mixing and application of material, observing all necessary safety precautions required by regulating authorities. g. After suitable time lag to allow for sealer penetration, post-wetting of sealed concrete surfaces shall be carried out, strictly in accordance with manufacturer's recommendations. MEASUREMENT FOR PAYMENT Measurement for payment will be ofthe area of concrete surface successfully prepared and sealed in square metres. The total area will be calculated to the nearest 0.1 m2. L l l L~ l L l ~ L l l ( l L L t L l L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 31. BASIS OF PAYMENT Payment at the contract price for the above tender Item shall be full compensation for all labour, equipment and materials to do the work. TOPSOIL (IMPORTED) - ITEMS NO. A1.38 AND B1.38 Under these Items and for the Contract prices, the Contractor shall supply and place imported topsoil over the areas to be sodded to a minimum consolidated depth of 100 mm. The quality of topsoil provided by the Contractor will be subject to the Contract Ad~inistrator's approval. Measurement under this Item shall be made by the cubic metre. Payment for this Item at the Contract unit price shall be full compensation for the supply and placement of the topsoil, all to the satisfaction of the Contract Administrator. SOD (NURSERY), STAKED - ITEMS NO. A1.39 AND 81.39 Sod shall be supplied and placed in accordance with Municipality of Clarington Design Guidelines and Standard Drawings. OPSS 571 shall be amended in that the application of water shall be included in the Contract unit price for sod (nursery), staked. The Contractor shall be responsible fot the care of all completed sod for a period of one year. During this period any break, which may occur through slipping of sod, shall be repaired and any sod which is dead shall be removed and replaced by the Contractor, with acceptable sod, at his own expense. SCARIFYING - ITEMS NO. A1.40 AND 81.40 Under these Items and for the Contract unit price, the Contractor shall scarify the portion of the concrete sidewalks to remain, as shown on the drawings and as directed by the Contract Administrator. CONCRETE IN TOE WALL - ITEMS NO. A1.41 AND B1.41 The concrete toe wall shall be in accordance with OPSD 3120.100, Type II. All concrete shall be cured by wet burlap. Payment for these Items at the Contract prices shall include: .1 All excavation as required to accommodate the construction ofthe toe wall. .2 Supply of all styrofoam, flexcell, expanded polystyrene, joint sealer, joint filler, geotextile, wall drains, etc. as required to complete the structure. Topsoil and sod will be supplied and placed under other Items in the Contract. .3 Supply, placing and compacting Granular' A' backfill for the toe wall. .4 Concrete in toe wall. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 32. 1 J J 'J J J J J J J J, J rJ J II J J I .1 ASPHALT CEMENT PRICE ADJUSTMENT ALLOWANCE - ITEMS NO. A1.42 AND B1.42 Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract in accordance with Clause No. 34 of the "Special Provisions - General". BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEMS NO. C1 and D1 Reference: RMDSS, Section 01001 Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months. .2 100% Labour and Materials Payment Bond. .3 Liability Insurance based on the Contract Price. 100% payment of this Item shall be made on the first Payment Certificate. ELECTRICAL HANDHOLE - ITEMS NO. A2.01 AND B2.01 All work shall be carried out in accordance with OPSS 602 Amendment to OPSS 602, March 1993 602.05 MATERIALS 602.05.03 Prefabrication of Electrical Chambers Subsection 602.05.03 of OPSS 602 is amended by the addition of the following paragraph. Other prefabricated electrical handholes shall be according to the Material Specification for Electrical Handhole included in this Special Provision. 602.07 CONSTRUCTION 602.07.02.01 Installation Clause 602.07.02.01 ofOPSS 602 is amended in that the first paragraph is deleted and replaced with the following: The r'l;,T'(,' '~hajj be cast--in-pJace concrete handhoIcs. pn:cast concrete handholes, or prefabricated handholes made of semi-concrete or non-concrete materials. Prefabricated Handholes The prefabricated unit shall be installed plumb, true to alignment and grade, and firmly bedded on the drainage pocket backfill. L L l l l l L L b SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 33. During installation, the duct entry holes shall be oriented in the required direction. The enlarging of duct entry holes is prohibited. 602.07.02.03 Frames and Covers Clause 602.07.02.03 of OPSS 602 is amended in that the clause number at the end of the sentence of the first paragraph is changed from 602.07.01.02 to 602.07.01.09. 602.07.02.04 Backfill Clause 602.07.02.04 of OPSS 602 is amended in that the clause number at the end of the sentence of the first paragraph is changed from 602.07.01.11 to 602.07.01.10. Section 602.07 ofOPSS 602 is amended by the addition of the following subsection: 602.07.05 Quality Control Pre-installation Testing and Inspection The Contractor shall inspect the electrical chambers and chamber drain components prior to installation to ensure that they meet the requirements of the contract. , t. The Contractor shall submit to the Contract Administrator certification from the Manufacturer that the product complies with the Contract requirements. l L L ~ L L Strength Testing of Handholes Ten percent of the handholes shall be selectedJor strength testing. For each handhole selected, the handhole shall be placed on a flat surface with only the bottom of the handhole in contact with the ground. No external support shall be provided for the sides of the handhole. A weight of2,000 kg shall be placed on top of the handhole for ten minutes. At the end of each test, the handhole shall be inspected. The handhole shall not exhibit any signs of cracking or deformation. If the handhole is deformed, cracked, or damaged in any way, it shall be considered failed and shall be replaced in full. If one or more handholes fail, then another ten percent of the handholes shall be selected and tested. If one or more of those handholes fail, then all of the handholes shall be tested. The results of the strength testing shall be submitted to the Contract Administrator. Proof of Performance Testing and Inspection ~ .. The Contractor shall inspect all electrical chambers to ensure that they meet the contract requirements. In particular, and without limiting the foregoing, the Contractor shall inspect all electrical chambers to ensure that: they are properly seated and aligned to a plumb position; backfill is placed in accordance with the type of material indicated in the Contract Documents; the backfill complies with compaction as indicated in the Contract Documents; all unused holes and spaces are filled; waterproofing has been correctly applied (where applicable), and all frames and covers are secured and adjusted to grade as indicated in the Contract Documents. For cast-in-place units, concrete shall be tested in conformance with the requirements of OPSS 904. t L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 34. J ~ J J J J J 3 I ~ .1........... 0. . , ! f ~ I I 'I f \1 RIGID DUCTS, DIRECT BURIED - ITEMS NO. A2.02 AND B2.02 RIGID DUCTS BY SUBSURFACE INSTALLATION - ITEMS NO. A2.03 AND B2.03 All work shall be carried out in accordance with OPSS 603 Amendment to OPSS 603. March 1993 603.02 REFERENCES Section 603.02 ofOPSS 603 is amended by the addition of the following: United Laboratories UL 651B - Standard Specification for Continuous Length HOPE Conduit American Society for Testing and Materials International ASTM F2160 - Standard Specification for Solid Wall High Density Polyethylene Conduit Based on controlled Outside Diameter National Electrical Manufacturers Association NEMA TC 7-2005 - Smooth-Wall Coilable Electrical Polyethylene Conduit 603.05.08 Ducts and Fittings Subsection 603.05.08 ofOPSS 603 is amended in that the term "50 rom" of the last paragraph is replaced by "50 m". L" " L L ,L L ~ l l L L tJ ~ l , \.. L L l l L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 35. Table 1 is deleted and replaced with the following: TABLE 1- DVers AND FITTINGS Duct & Fitting Direct Concrete Subsurface Embedded Surface Description Type Buried Encased Installation Work Mounted Standard In In Liner Ground Polyethylene Flexible X CSA B137.l Series 75 Electrical Non- Flexible X X X X X CSA C22.2 No. metallic Tubing 227.1 High Density Flexible X X UL 651 B; ASTM Polyethylene F2160; Sched 40 and (HOPE). NEMA TC 7-2005 for type EPEC PVC Rigid X X X X X X CSA C22.2 No. 211.2 Polymeric PVC Rigid X X X CSA C22.2 No. type type DB2 type 211.1 EBIIDB2 EBIIDB2 RE Rigid X X X X X X CSA C22.2 No. heavy thin, std., heavy wall Std., heavy thin, std., Std., heavy 211.3 wall heavy wall waIl heavy wall wall Galvanized Steel Rigid X X X X CSA C22.2 No. 45 *HDPE duct may be used for sub-surface installation for EL V cables where ducts are 50 rom diameter or smaller. Where flexible ducts are indicated, the Contractor shall have the option of using rigid ducts ofthe same inside diameter. 603.07 CONSTRUCTION 603.07.01.01 Installation Clause 603.07.01.01 ofOPSS 603 is amended in that the second paragraph is deleted and replaced with the following: Couplings used for flexible ducts made of polyethylene shall be PVC serrated couplings or shall consist of a 450 mm piece of the duct, one size larger, slotted and centred over the butted joint and securely fastened using stainless steel strapping. Pulling points for cable, when polyethylene pipes are used, shall be constructed similarly. For the polyethylene flexible ducts for communications (fibre optic) cable, installation of runs between maintenance holes up to 120 m long shall be done with a single run ofunspliced duct. For runs up to 240 m long, one splice will be allowed. For runs exceeding 240 m, one splice per 120 m maximum will be allowed. Such duct splices shall be fully waterproofed, using silicon sealant and plasticized waterproofing sealant, and shall be inspected by the Contract Administrator prior to backfilling. Couplings used for flexible ducts made of electrical non-metallic tubings (ENT) shall be as per manufacturer's drawings or instructions. Pulling points for cable, when ENTs are used, shall be at the electrical chambers. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 36. I J J t~ ] I J ~ A ) I J J J J J J J J HDPE couplings shall be used for HOPE duct, and shall be as per manufacturer's drawings or instructions. Pulling points for cable, when HOPE ducts are used, shall be at the electrical chambers. The third and fourth paragraphs of subsection 603.07.01.01 and the last paragraph of 603.07.02.01 are amended in that the word "manhole" is deleted and replaced with "maintenance hole". 603.07.01.04 Termination Clause 603.07.01.04 ofOPSS 603 is amended in that the following is added to the first paragraph. All ducts, terminating in traffic signal control cabinets, FTMS control cabinets or distribution assemblies, with wiring installed, shall be sealed. 603.07.01.05 End Marking Clause 603.07.01.05 ofOPSS 603 is amended by the addition of the following: Concrete markers (sized 400 mm x 300 mm x 50 mm) shall be installed over runs of ducts for communication cables deviating from a straight line. A marker shall be installed wherever a tangent section meets a circular section; and where the circular section is more than 20 m long an intermediate marker shall be installed. Concrete markers shall be installed within 72 hours of backfilling of the trench. 603.07.01.07 Earth Excavation Subsection 603.07.01.07 ofOPSS 603 is amended in that the following is added after the first paragraph. Ducts for communication cables shall be installed in trenches which have varying depth so as to provide drainage. The minimum cover depth of 450 rom may be used in 'flat' terrain or as otherwise required, in order to ensure that the ducts slope towards a maintenance hole. Where the terrain will allow natural drainage due to its slope, a standard cover depth of 550 rom shall be used. 603.07.01.09 Backfill Clause 603.07.01.09 ofOPSS 603 is amended in that the last paragraph is deleted. 603.07.01.10 Cable and Duct Protection and Marking Clause 603.07.01.10 ofOPSS 603 is amended in that the first paragraph is deleted and replaced with the following: The Contractor shall install cable bricks and concrete protection at locations indicated in the Contract Documents. Marker tape shall be installed along the centre of all trenches. 603.07.02.03 Backfill Clause 603.07.02.03 ofOPSS 603 is amended in that the last paragraph is deleted. L L L L ,l L l II L L L l ,l L L h l L L' SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 37. 603.07.06.01 Installation Clause 603.07.06.01 ofOPSS 603 is amended in that the heading and the first paragraph is deleted and replaced with the following: For surface mounted duct systems where the runs exceed 50 m horizontally: The installation of the support systems and ducts shall be carried out according to the duct manufacturer's installation procedures. Section 603.07 ofOPSS 603 is amended by the addition of the following subsections: 603.07.08 Flexible Duds by Subsurface Installation The work for flexible ducts by subsurface installation shall be the same as the work described in subsection 604.07.04, Rigid Ducts by Subsurface Installation 603.07.09 Quality Control Pre-installation Testing and Inspection The contractor shall inspect all ducts to ensure that they meet the requirements of the contract. The contractor shall ensure that all ducts are stamped with the appropriate CSA ~tandard number and strength and type (where applicable) as required in Section 603.05. During installation, the contractor shall ensure that all ducts are properly bedded, have sufficient depth of cover and are coupled or connected to electrical chambers, poles or other devices in conformance with the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall inspect and test all ducts to ensure that they meet the contract requirements. In particular, and without limiting the foregoing, the Contractor shall test all ducts to ensure that they are free of debris, water, breakage or distortion. LOW VOLT AGE CABLES, IN DUCTS - ITEMS NO. A2.04 AND B2.04 All work shall be carried out in accordance with OPSS 604 Amendment to OPSS 604 dated November 2004 604.07.07 Quality Control 604.07.07.01 General Sub-section 604.07.07.01 is amended by the addition the following: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 38. Pre-installation Testing and Inspection The Contractor shall inspect the cables, splicing and connection components prior to installation to ensure that they meet the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall ensure that all cables are installed, tested and spliced as indicated in the Contract Documents and that all cables are energized and in working order. The Contractor shall submit the test results to the Contract Administrator. GROUND WIRES - ITEMS NO. A2.05 ANDB2.05 GROUND ELECTRODES - ITEMS NO. A2.06 AND B2.06 All work shall be carried out in accordance with OPSS 609 Amendment to OPSS 609 dated November 2001 609.02 REFERENCES Sub-section 609.02 ofOPSS 609 is amended by the addition of the following: IEEE 837 Standard for Qualifying Permanent Connections Used in SubstatIon Grounding UL 467 Grounding and Bonding Equipment 609.05.05 Ground Connectors Sub-section 609.05.05 ofOPSS 609 is amended by the addition of the following: High pressure irreversible compression connectors shall be: made of pure wrought copper extrusion made of the same material as the conductors according to CSA 22.2 No. 41, UL 467, and IEEE 837. connected according to the manufacturer's recommendations connected using a minimum compressive force of 100 KN and a minimum compressive pressure of 70 MPa. nigh pres:,,'.!!\" irreversible compression connectors sha1J have crimp verification for the inspection and verification of CSA and UL compliance markings. 609.07.03.05 Ground Wire Connections The second paragraph of clause 609.07.03.05 ofOPSS 609 is deleted and replaced with the following: Moulded type ground connectors or high pressure irreversible compression connectors shall be used at j J J J ] J ./ J J ] J J J ], ] J .~ ~ 1 J' I J i . .J L l l 'L 1- ~ L l L ~ L l L ,l l l L l l L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 39. pad mounted electrical-electronic equipment, power supply locations, and all locations where the ground connectors are direct buried or inaccessible. 609.07 CONSTRUCTION Section 609.07 ofOPSS 609 is amended by the addition of the following: 609.07.10 Quality Control Pre-installation Testing: and Inspection The Contractor shall inspect the grounding cables, bonding jumpers, ground electrodes and connection components prior to and during installation to ensure that they meet the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall inspect and test the grounding to ensure that it meets the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure that all electrical connections and splices have been properly installed in accordance with the requirements of the contract. The Contractor shall test all system and components grounding. The Contractor shall test the resistance to ground between the equipment enclosures and the grounding grid. In soils of low conductivity, additional ground rods, ground plates and ground wires shall be added as required. Readings shall not exceed 25 ohms. These measurements shall be undertaken when frost penetration does not exceed 150 mm. Copies of all documentation shall be included in the Service Manual. REMOVAL OF ELECTRICAL EQUIPMENT - ITEMS NO. A2.07 AND 82.07 Amendment to OPSS 610 dated September 1984 GENERAL 610.07.09 Cables and Conduit Subsection 610.07.09 ofOPSS 610 is deleted in its entirety and replaced by the following: Underground cables and conduit systems shall be removed from accessible points and cut back to a depth of 600mm below finished grade and abandoned in place. ALTERNATNE 'A' 610.07.17.04 Shipping of Salvaged Equipment Clause 610.07.17.04 amended by the addition of the, following: The following equipment shall be salvaged and delivered to Langley Utilities Contracting Limited, Works Yard, 159 Baseline Road, Bowmanville, contact Mr. Shane Hastings - tel. no. (905) 623-0735 SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 40. (4) Octagonal steel base mounted lighting poles (4) Luminaires and bracket arms. 610.10.01 Payment Subsection 610.10.01 is amended by the addition of the following: "Compensation for costs associated with the removal, salvage and transportation requirements of 610.07.05 shall be deemed to be included in the contract prices for those Items requiring the work. Payment shall also include removal and disposal of: (1) Concrete Lighting Pole (1) Luminaire and Bracket Assembly ALTERNATIVE 'B' 610.10.01 Payment Subsection 610.10.01 is amended by the addition of the following: "Compensation for costs associated with the removal, salvage and storage requirements of 610.07.05 shall be deemed to be included in the contract prices for those Items requiring the work. Payment shall also include removal and storage for use elsewhere in the contract of: (4) Octagonal Steel Base Mounted Lighting Poles (4) Luminaires and Bracket Assemblies SUPPLY CONTROL CABINET ASSEMBLY - ITEMS NO. A2.08 AND B2.08 OPSS 614, September 1984, Construction Specification for the Installation of Power Supply Equipment is deleted in its entirety and replaced with the following: CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF POWER SUPPLY EQUIPMENT TABLE OF CONTENTS Error! No table of contents entries found. 614.01 SCOPE 614.02 REFERENCES 614.03 DEFINITIONS - Not Used 614.04 SUBMISSION AND DESIGN REQUIREMENTS 614.05 MATERIALS I I I I ) I II t I j , I I, I 1 J I I 1 L L l L L 1. L 'It L L \. l SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 41. 614.06 EQUIPMENT - Not Used 614.07 CONSTRUCTION 614.08 QUALITY ASSURANCE - Not Used 614.09 MEASUREMENT FOR PAYMENT 614.10 BASIS OF PAYMENT 614.01 SCOPE This specification covers the requirements for the installation of Distribution Assembly, and Supply Control Cabinet Assembly. The requirements of OPSS 601 shall apply to this work. 614.02 REFERENCES This specification refers to the following standards, specifications or publications: Ontario Provincial Standard Specifications, Construction: OPSS 601 OPSS 603 OPSS 604 OPSS 609 Electrical Work - General Underground Ducts Cable Installation Grounding Ontario Provincial Standard Specifications, Material: , ... OPSS 2414 OPSS 2480 OPSS 2485 Distribution Assembly - Single Phase and Three Phase Supply Control Cabinet Assembly Photoelectric Controllers l l L L l L Others: CSA Standard C 22.2 No. 211.2 - 1984, - Rigid PVC (Unplasticized) Conduit 614.04 SUBMISSION AND DESIGN REQUIREMENTS The following information shall be submitted to the Contract Administrator: a. actual breakdown cost of Utility Work, such as 'hook up', 'transformation', etc. b. Utility company contact person's name, address and telephone number. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 42. J J l 1 J ) :t j ) 1 "1 ) 1 ) J - J J ) 614.05 MATERIALS 614.05.02 Supply Control Cabinet Assembly OPSS 601 and 614 shall apply except as amended or extended herein. Supply "A" shall be a load centre by Square D, Model CQOl16MtoORBIOO or an approved equal complete with top and bottom entry hubs. The Contractor shall supply circuit breakers at supply location "A" as follows: 1 100 amp 2 Pole - common trip circuit breaker. This shall be used as the main circuit breaker. 12 30 amp single pole breakers for the illumination circuits 2 30 amp single pole breaker spares The Contractor shall ensure that the Supply Control Cabinet Assemblies are "Service Entrance Ready" prior to installation. 614.05.03 Photoelectric Controllers Photoelectric controllers shall meet the requirements ofOPSS 2485. 614.05.04 Cables and Cable Connectors Cables and cable connectors shall meet the requirements of section 604.05 of OPSS 604. 614.05.05 Grounding Materials Grounding materials shall meet the requirements of section 609.05 of OPSS 609. 614.05.06 Conduit and Fittings Rigid PVC conduit and fittings for the installation of pole-mounted equipment shall meet the requirements of CSA Standard C 22.2 No. 211.2. 614.07 CONSTRUCTION 614.07.02 Supply Control Cabinet Assembly S~l}p':' contT(.j cabinet as~embljes shall be mounted securely on poles using stainless steel strapping. Rigid PVC conduit and fittings shall be installed on wood poles using PVC coated pip straps with galvanized lag screws at 1.5 m maximum centres. Installation on metal or concrete poles shall be done using stainless steel strapping at 1.5 m maximum centres. The conduit system shall be installed in straight lengths to follow the taper of the pole. Offset bends shall be used where required to avoid pole attachments and shall be kept free of kinks or scorch marks. L l L l L ~ L L L l l L L l l l l L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 43. A meter socket, acceptable to the Supply Authority, shall be installed where indicated in the Contract Documents. Section 614.07.02 is amended by the addition of the following: The Contractor shall leave sufficient wire coiled, ducts, etc. for the Supply Authority to make final connections to secondary feed. The Contractor shall contact the Supply Authority two weeks before the power to the service is required and request a "Service Layout". The Contractor will meet the Supply Authority representative on site and coordinate the requirements to complete the services. Veridian Connections Inc. shall be contacted for coordination of the secondary connections.: Veridian Connections Representative: Mr. Peter Petriw 1-(888) 445-2881 Ext.3252 It will also be the Contractor's responsibility to obtain an "Inspection Clearance" from the Electrical Safety Association Inspection Department. The "Inspection Clearance" must be obtained at least 48 hours in advance of the power turn on to ensure that the Supply Authority will receive it prior to turn on. 614.07.03 Cable and Fuse Cables, terminations and connections shall be installed in accordance with the requirements of OPSS 604. Service cables, from the point of service connection to the main disconnecting means shall meet the requirements of the C<~de. High voltage fuses shall be approved by the Supply Authority prior to installation. 614.07.04 Grounding All pad mounted equipment shall be grounded by means of ground wire jumpers connected between the equipment ground bus and the exterior ground grind. Lighting arrestors shall have the ground cable connected securely to the equipment ground bus. The neutral bus of the main disconnecting means or the secondary neutral terminal of the transformer shall be grounded. In supply control cabinet assemblies, the system ground wire and the service ground wire shall be connected to the neutral bus. All grounding work shall be carried out in accordance with the requirements of OPSS 609. 614.07.05 Photoelectric Controllers Photoelectric controllers shall be installed on poles with twist lock mounting adapters and brackets. Brackets shall be mounted on metal or concrete poles with stainless steel strapping or on wood poles with galvanized lag screws. The photo-conductive cell window shall be set to face in a northerly direction but away from any nearby light sources. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 44. 614.07.06 Quality Control Pre-installation Testing and Inspection The Contractor shall inspect the power supply equipment to ensure that it meets the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall perform a visual inspection of all the power supply equipment prior to its delivery. The Contractor shall inspect the following components to ensure that they meet the requirements of the contract: General Appearance Insulation Transformers Wires and Connectors Labelling Switches Breakers Grounding Connections Grounding and Bonding Materials Enclosures Materials Cabinet Materials Doors and Latching Mechanisms Conduits and Tubings Any other components Panelboards Contactors Thermostats Exhaust Fans Barriers/Raceways Photoelectric Controllers Proof of Performance Testing and Inspection The Contractor shall perform visual inspection on the installed power supply equipment, inspecting all components, as listed under Pre-installation Testing and Inspection. In addition, the Contractor shall perform Low Voltage System tests on wiring ofthe equipment in conformance to OPSS 604. The Contractor shall perform all tests on grounding of equipment in conformance to OPSS 609. The inspection, testing, and test results shall be witnessed by the Quality Verification Engineer. The Quality Verification Engineer shall issue a Certificate of Conformance that the work has been inspected and tested, and that the material and installation are in General Conformance with the requirements of the contract. 614.09 MEASUREMENT FOR PAYMENT 614.09.01 Actual Measurement Distribution Assemblies Supply Control Cabinet Assemblies The unit of measurement is each. 614.09.02 Plan Quantity Measurement Measurement is by Plan Quantity as may be revised by Adjusted Plan Quantity. The unit of measurement is each. ] (.,...,' J ] 1 J l J J l J 1 ] J J 1 l J J J L l l l L l L L l l l L l L l L L L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 45. 614.10 BASIS OF PAYMENT 614.10.01 Distribution Assemblies - Item Supply Control Cabinet Assemblies - Item Payment at the contract price for the above tender Item(s) shall be full compensation for all labour, equipment and materials required to do the work. -------------------------00000------------------------ AMENDMENT TO OPSS 2414. FEBRUARY 19% 2414.04 SUBMISSION AND DESIGN REQUIREMENTS Section 2414.04 ofOPSS 2414 is amended by the addition of the following subsection: 2414.04.02 Shop Drawings The shop drawings shall contain, at a minimum, the following information: (a) plans, elevations, sections and details to show enclosure, structural details, equipment layout and mounting arrangement, anchor bolt locations and overall weight; (b) detailed bill of materials; (c) wiring diagrams; (d) details of equipment nameplates and notices. Each shop drawing shall bear the seal and signature of an Engineer. The Contractor shall submit shop drawings to the Contract Administrator. 2414.05 MATERIALS 2414.05.03 Thermoset Insulated Wires and Cables Subsection 2414.05.03 ofOPSS 2414 is deleted and replaced with the following: All interconnecting wires and cables shall be copper of insulation type RWU90 and shall conform to CSA C22.2#38. Sections 2414.08 and 2414.09 ofOPSS 2414 are deleted in their entirety. Table 2, Total Systems Ratings ofOPSS 2414 is amended by changing the "Service Cable Size" for 150 KV A Distribution Assembly Rating, from "#2/0 A WG" to "#3/0 A WG". -------------------------00000------------------------ AMENDMENT TO OPSS 2480. FEBRUARY 1996 Section 2480.04 ofOPSS 2480 is deleted and replace with the following: SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 46. J ] J 1 ] ) J 1 1 \J I ) ] J 1 1 ) I J 2480.04 SUBMISSION AND DESIGN REQUIREMENTS 2480.04.01 Design The supply control cabinet assembly shall conform to the details shown in the Contract Documents. The complete assembly shall be "Service Entrance Ready". The complete assembly shall pass Electrical Safety Authority (ESA) equipment inspection, and shall be issued with an ESA label of approval. These approvals shall be obtained before the unit is shipped. 2480.04.02 Shop Drawings The shop drawings shall contain, at a minimum, the following information: (a) detailed dimensioned layout shop drawings including sections and details to show enclosure, equipment layout and mounting arrangement and exact weight; (b) detailed bill of materials; (c) wiring diagrams; (d) details of equipment nameplates. Each shop drawing shall bear the seal and signature of an Engineer. The Contractor shall submit shop drawings to the Contract Administrator. 2480.05 MATERIALS 2480.05.01.01 General Clause 2480.05.01.01, paragraph (d) of OPSS 2480 is amended by the addition of the following: The bairier for the service cables must completely separate the cables from the branch circuit section; the barrier for the photoelectric controller cables must completely separate the cables from the service . section. 2480.05.08 Panelboard Subsection 2480.05.08 ofOPSS 2480 is amended in that the reference to CSA C22.2 No. 12 is changed to CSA 22.2 No. 0.12. 2480.07.02 Marking Subsection 2480.07.02 ofOPSS 2480 is deleted and replaced by the following: Lee)l supply control cabinet shaH have identification marking shO\ving the assembler's name or trade mark, enclosure manufacturer's name or trade mark, the number OPSS 2480/SP614FOI and the date of manufacture. The marking shall be on a corrosion-resistant metal plate permanently attached with adhesive to the inside of the door, and be located in a highly visible location. The manufacturer must put the label "SERVICE ENTRANCE READY" on the dead front panel." Sections 2480.08 and 2480.09 ofOPSS 2480 are deleted in their entirety. L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 47. f \. L L l L L. L L L 1. L l L l L l L l DECORATIVE CONCRETE POLES, BASE MOUNTED - ITEM NO. A2.09 RE-INST ALL OCT AGONAL STEEL POLES, BASE MOUNTED - ITEM NO. B2.09 All work shall be carried out in accordance with OPSS 615 Amendment to OPSS 615 dated September 1993 GENERAL 615.05.01 Concrete Subsection 615.05.01 ofOPSS 615 is deleted and replaced with the following: Concrete shall conform to OPSS 1350 for 30 MPa class. 615.05.04 Frangible Bases Subsection 615.05.04 ofOPSS 615 is deleted and replaced with the following: Frangible bases shall be grooved coupler type (Model P x 1 1/4) manufactured by Manitoba Safe-T-Base. 615.07 CONSTRUCTION Section 615.07 ofOPSS 615 is amended by the addition of the following subsection: 615.07.09 Quality Control Pre-installation Testing and Inspection The Contractor shall inspect poles for any obvious flaws, prior to erection. The Contractor shall certify that heavy class steel and sectional steel poles are according to the supplier's design and drawings as previously accepted by the Owner. The Contractor's certification shall reference the supplier's drawing number(s). Proof of Performance Testing and Inspection The Contractor shall inspect the work to ensure that it complies with the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure that: all poles and appurtenances have been properly installed; the poles are plumb; .and anchorage assemblies and frangible bases are installed in compliance with the requirements of the contract. SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 48. ALTERNATIVE 'A' 617.05 MATERIALS 615.05.03 Poles Subsection 615.05.03 ofOPSS 615 is deleted and replaced with the following: Decorative concrete poles shall be 14ft, base mounted 'Talisman' series as manufactured by King Luminaire / Stresscrete, Catalogue Number KT14-G-E51-FBP-S/F-K5 C/W BA & DR & FPH or approved equal. Poles shall be supplied in Aztec Jade colour. ALTERNATIVE' B' 617.05 MATERIALS 615.05.03 Poles Subsection 615.05.03 ofOPSS 615 is deleted and replaced by the addition of the following: Octagonal steel poles to be re.installed are from salvage equipment as specified in the Contract Documents DECORATIVE ROADWAY LUMINAIRES AND BRACKET ASSEMBLIES - ITEM NO. A2.10 RE-INSTALL LUMINAIRES AND BRACKETS ASSEMBLIES - ITEM NO. B2.10 All work shall be carried out in accordance with OPSS 617 Amendment to OPSS 617 dated November 2005 GENERAL Section 617.05 of OPSS 617 is amended by the addition of the following subsections: 617.05.12 Marking A permanent label shall be provided and attached to the interior of the luminaire indicating the manufacturer's name or trademark, catalogue number, date of manufacture, photometric curve number and the ANSI/IES photometric classification and distribution type, the suitable supply voltage and frer:1Uency, tt,e bmp type, the Jamp wattage and the nominal operating voltage of the lamp so that it is clearly visible during maintenance operations. A label including a wiring diagram shall be attached to each ballast showing the ballast schematic wiring diagram and shall be visible during maintenance operations. For asymmetrical luminaires with adjustable optical systems, an externally embossed identification mark shall be located in line with the horizontal axis of the lamp. J J l l J ] J 1 1 J I r J J J 1 l J 1 1 L l L L L L L l L L ~ L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 49. ALTERNATIVE' A' 617.05 MATERIALS 617.05.01 Luminaires Subsection 617.05.01 of OPSS 615 is amended by the addition of the following: The conductors which connect the 1uminaire shall be RWU-90 cross link, #12 A WG. Include a one metre coil for connection to the luminaire. Each luminaire shall be decorative, post top mounted, as manufactured by King Luminaire, K 124 Paragon series, Catalogue Number: K124-LPR-III-150(MOG)-HPS-120-K6/K9-WRS-GN, 150 Watt High Pressure Sodium complete with 150 Watt Auto-transformer or isolated secondary transformer type integral ballast for grounded systems, Type III Distribution, for 120 Volt operation per OPSS 2432, Photometric file No. King VLlK1243.ies or approved equal. The luminaire shall be complete with 150 Watt high pressure sodium lamp ANSI designation S56SC-150. Each luminaire shall be equipped with individual photoelectric controller and receptacle. ALTERNATIVE 'B' 617.05 MATERIALS 617.05.01 Luminaires Subsection 617.05.01 ofOPSS 617 is deleted and replaced by the addition ofthe following: Luminaires and bracket assemblies to be re-installed are from salvaged equipment as specified in the Contract Documents All salvaged luminaries shall be cleaned and relamped following reinstallation. l l \. l L L BELL RELOCATION - ITEMS NO. 3.01 TO 3.04 General Information Through the bridge, there are six (6) ducts in each sidewalk. In addition, there are ducts encased in concrete beyond the extents of the bridge. Bell Canada records indicate that: All six (6) of the ducts in the south side duct bank are occupied with the following cables: 2 - 200 pair 22 gauge cables, 1 - 1200 pair 26 gauge cable, 1 - 900 pair 26 gauge cable, 1 - air pipe, SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 50. J J 1 J J 1 J 1 J 1 1 l J J J J I ] J 1 - 200 pair 24 gauge cable, 1 - 450 pair 22 gauge cable, 1 - 600 pair 24 gauge cable. Five (5) ofthe ducts in the north side duct bank are occupied with the following cables: 2 - 150 pair 22 gauge cables, 1 -100 pair 19 gauge cable, 1-1500 pair 24 gauge cable, 1- unidentified cable 1 - 24 fibre optic cable, 1 - 48 fibre optic cable. The existing ducts encased in the concrete sidewalks of the bridge are to remain in place. Bell ducts within the approach slabs, as well as a portion of the ducts at the deck ends by the abutment walls, are to be broken out and the cables supported as necessary to allow for the construction of the approach slabs and retaining wall at the northeast comer of the structure. Broken out material must be removed and disposed of, including handling of the working facilities listed above. All cables are to be maintained in their existing location. The existing duct structure beyond the bridge extents will be maintained except as directed by the Contract Administrator. The Contractor shall be responsible for informing themselves of the probable condition and location of all ducts. Bell Canada Inspection Bell Canada shall be informed (with a minimum of 48 hours notice) of all on site activities pertaining to the Bell Canada portion of the work. The Bell Canada contact is: . Mary Ellen Brown (mary-ellen.brown@bell.ca) Structures Manager Bell Canada 100 Borough Drive, Toronto, Ontario Tel: (416) 296-6860 Unless advised otherwise by Bell Canada, a Bell Canada Representative must be present when work on or adjacent to Bell Canada ducts and cables is carried out. Approved Bell Canada Sub-Contractors AIl work on or in the vicinity of the Bell Canada plant must be performed by a qualified subcontractor 3h-'~)\CC by Bell Canada. This work shall be carried out in accordance with the latest versions of the "Bell Canada Contract Work Manual", and the "Bell Canada Master Specific Contract" (form BC3961), to which each of the approved subcontractors is a signatory. All conditions noted in the Bell Canada "Master Specific Contract" apply and form part of the Contract Documents, except as modified here in this Specification. In the case of conflict, the more stringent requirement as determined by Bell Canada, will govern. l L L L L L L L L l. l L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 51. Approved subcontractors for the Bell Canada work for this project are named as follows: Black & McDonald 31 Pullman Court Scarborough, ON MIX lE4 Contact: Frank Plastina Tel: (416) 298-9977, ext. 2204 Aecon Utilities Limited 235 Wicksteed Ave. Toronto, ON M4H 1 G8 Contact: Tony Sinopoli Tel: (416) 423-4157, ext. 226 Robert B. Somerville Pipeline and Utility Contractors 13176 Dufferin St. King City, ON L7B lK5 Contact: Steve Fifield Tel: (905) 833-3100 Fax: (905) 833-4368 A vertex 19 Commerce Road Orangeville, ON L9W 3X5 Contact: Bob McKee Tel: (519) 942-3030 Coordination The Bell Canada portion of the work is to be constructed with the ongoing bridge rehabilitation work. It is the responsibility of the General Contractor and the Bell Canada Approved Subcontractor to coordinate and schedule the work for the duration of the Contract. References to "Contractor" in the Bell Canada portion of the specification refer to both the General Contractor and the Bell Canada Approved Subcontractor. Insurance All parties performing work on or in the vicinity of the Bell Canada plant, including but not limited to the General Contractor and the Bell Canada Approved Subcontractor, shall maintain insurance in accordance with the Bell Canada "Master Specific Contract". The Contractor shall provide insurance documentation naming Bell Canada, Totten Sims Hubicki Associates Limited and Plantec Consulting Engineers as additional insured, to Bell Canada before commencing any work for Bell Canada under this Contract. f L Protection of Existing Bell Canada Plant L L The Contractor shall be responsible for the protection of the existing Bell Canada ducts and cables for the duration of the Contract within the contract limits. No extra payment will be made for the required protection works. The Contractor shall obtain approval from the Bell Canada Site Representative for the proposed protection schemes of the existing plant prior to commencing work within the vicinity of the Bell Canada plant. Any damage incurred to the existing cables during breakout will be repaired immediately by Bell Canada at the contractor's expense. Upon completion of all work the contractor at his expense and Bell Canada's discretion shall replace any cables that have been damaged/repaired. l Materials L The Contractor shall supply all materials required for the Bell Canada portion of the work. All Bell Canada conduit specified as 'PVC' is to be manufactured by IPEX Inc. and all Bell Canada conduit L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 52. J 1 l J J 1 ] 1 ] J, 1 J J J 1 ] I 1 I specified as 'FRE' is to be manufactured by FRE Composites. BREAK OUT AND DISPOSE OF EXISTING BELL CANADA FRE IN SIDEWALKS - LABOUR & EQUIPMENT - ITEM NO. 3.01 This Item shall include the break out, removal and disposal of six (6) existing ducts in each concrete sidewalk on the bridge at the abutments and in the approach slabs, as shown on the drawings and as directed by the Contract Administrator. Bell Canada records indicate these are FRE ducts. This Item shall also include handling, protection and temporary support of existing cables within the ducts. Maximum nominal 7 kg class hammers shall be used for all concrete removal under this Item. Extreme care must be taken so as not to damage existing cables. All concrete removal methods in the vicinity of Bell Canada ducts are subject to the approval of Bell Canada Inspector. All ducts shall be treated as occupied when removing the concrete. All work under this Item shall be completed by qualified Subcontractor approved by Bell Canada as listed in the General Information. Payment for this Item at the lump sum price bid shall be for all labour and equipment required to complete the work. BREAK OUT AND DISPOSE OF EXISTING BELL CANADA FRE IN SIDEWALKS- MATERIALS - ITEM NO. 3.02 The work under this Item shall be the same as that described in Item 3.01 above, except payment for this Item at the lump sum price bid, shall be for materials required to complete the work. CONSTRUCT FRE DUCTS - LABOUR & EQUIPMENT - ITEM NO. 3.03 Under this Item, the Contractor shall install new FRE ducts as shown on the Contract Drawings. The Contractor shall pull cables as directed by Bell Canada to adjust slack to existing manhole locations. The Contractor shall handle and protect existing cables, and place six (6) new FRE duct (5 split) on the north side and six (6) new FRE duct (6 split) on the south side. The Contractor shall rope and prove all vacant ducts in accordance with Bell Canada practice upon completion ofthe bridge construction, and repair any defects in the plant structure. EXC~Y3tion J:1d backfin shaH be in accordance \vith local municipaJ requirements. All of the work under this Item shall be completed by a qualified Subcontractor approved by Bell Canada as listed in the General Information. Payment for this Item at the lump sum price bid, shall be for all labour and equipment required to complete the work. l L L L L l L l L ~ l L L SPECIAL PROVISIONS - TENDER ITEMS CONTRACT NO. CL2007-13 53. CONSTRUCT FRE DUCTS - MATERIALS - ITEM NO. 3.04 The work under this Item shall be the same as that described in Item 3.03 above, except payment for this Item at the lump sum price bid in linear meters, shall be for all materials required to complete the work. '1 \. L L L L L J J 1 J J ] J J -J l 1 l ] 1 1 J I 1 J ... - - .. - - - MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-13 - - .. - .. - - .. STANDARD DRAWINGS .. - - - .. .. - ST ANDARD NO. C- 302 - 305 307 311 - S- 503 - MTOD - 2102.010 2228.010 2255.040 2300.020 OPSD - 218.01 219.110 600.04 704.010 - - .. - 704.011 - 911.140 .. 911.233 ... 912.101 912.102 912.104 .. 912.130 .. (\1?1.10 .. 912.401 912.430 - - - PAGE ONE ST ANDARD DRAWINGS CONTRACT NO. CL2007-13 DESCRIPTION ST ANDARD CURB AND GUTTER CURB AND GUTTER DETAIL AT CA TCHBASIN CONCRETE SIDEWALK SURF ACE PAVEMENT JOINT TREATMENT 1.75 m WIDE ISLAND RAMP END DETAIL UNDERGROUND RIGID DUCT CONNECTION AT CONCRETE STRUCTURE METAL LIGHTING POLE - BASE MOUNT POLE WIRING DIAGRAM - LIGHTING POLE ON BRIDGE STRUCTURE RIGID PBC JUNCTION BOX - TYPE P2 SODDING OF SIDESLOPES LIGHT DUTY SILT FENCE BARRIER CONCRETE BARRIER CURB WITH STANDARD GUTTER PRECAST CONCRETE ADJUSTMENT UNITS FOR MAINTENANCE HOLES, CATCH BASINS, AND VALVE CHAMBERS HIGH DENSITY POLYETHYLENE ADJUSTMENT UNITS FOR MAINTENANCE HOLES, CATCH BASINS, AND VALVE CHAMBERS GUIDE RAIL SYSTEM, CONCRETE BARRIER PRECAST I-LOCK CONNECTION INSTALLATION - TEMPORARY AND PERMANENT GUIDE RAIL SYSTEM, CONCRETE BARRIER PRECAST TEMPORARY END SECTION INSTALLATION GUIDE RAIL SYSTEM, STEEL BEAM RAIL COMPONENT GUIDE RAIL SYSTEM, STEEL BEAM CHANNEL COMPONENT GUIDE RAIL SYSTEM, STEEL BEAM STEEL POST WITH WOODEN OFFSET BLOCK COMPONENT GUIDE RAIL SYSTEM STEEL BEAM STEEL POST WITH WOODEN OFFSET BLOCK ASSEMBLY INST ALLA TION - SINGLE RAIL GUTDE RAfL SYSTEM.. STEEL B~.\'\1, I'\'OOD POST AS<::Pd?TY INSTALLATION - SINGLE RAIL GUIDE RAIL SYSTEM, STEEL BEAM STRUCTURE CONNECTION COMPONENT - RAIL AND CHANNEL GUIDE RAIL SYSTEM, STEEL BEAM STRUCTURE CONNECTION - STANDARD DRAWINGS .. CONTRACT NO. CL2007-13 2 .. 922.401 922.402 - 922.410 - 922.430 922.510 - 922.53 - 922.531 - 2000.010 2001.010 2001.020 2001.030 2001.080 2001.090 2101.010 2103.020 2103.050 2103.060 - .. ... 2112.020 .. 2117.020 ... 2118.020 2123.030 ... 2215.020 2215.030 - 2220.010 '1'1"0nJ n .. 2255.020 2302.020 2420.010 .. 3102.100 ... ... ENERGY ATTENUATOR, END TREATMENT ECCENTRIC LOADER COMPONENT - LOADER ASSEMBLY ENERGY A TTENUA TOR, END TREATMENT ECCENTRIC LOADER COMPONENT - RAIL AND CABLE ATTACHMENT ENERGY ATTENUATOR, END TREATMENT ECCENTRIC LOADER ASSEMBLY - LOADER ENERGY ATTENUATOR, END TREATMENT ECCENTRIC LOADER INSTALLATION - LAYOUT AND POST ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, ASSEMBLY ENERGY ATTENUATOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION ENERGY A TTENUA TOR, END TREATMENT, EXTRUDER TERMINAL SYSTEM, INSTALLATION, EXTRUDER TERMINAL APPROACH END ELECTRICAL ABBREVIATIONS AND SYMBOLS ELECTRICAL LEGEND I ELECTRICAL LEGEND II ELECTRICAL LEGEND III ELECTRICAL LEGEND VIII ELECTRICAL LEGEND VX DUCT INST ALLA TION IN TRENCHES DUCT INSTALLATION PROFILES DUCT INSTALLATION AT UTILITY CROSSINGS AUGERING PITS FOR SUBSURFACE INSTALLATION OF DUCTS AND ENACEMENTS ELECTRICAL HAND HOLE - PRECAST CONCRETE WITH COVER ELECTRICAL HANDHOLES - GENERAL INSTALLATION REQUIREMENTS ELECTRICAL CHAMBER INST ALLA TION IN SLOPE ELECTRICAL HANDHOLES - ENTRY OF DIRECT BURIED AND ENCASED DUCTS ANCHORAGE ASSEMBLY POLE MOUNTING DETAILS - FOR BASE MOUTNED METAL POLES POLE HANDHOLE LOCATIONS .".T T ll\1T1\Jl 11\,1 T^' PER ED ELLIPTIC!\' L BR^. rKETS ON !If':'T.'\ I AND CONCRETE POLES - MOUNTlNG DETAILS POLE WIRING DIAGRAM - 120/240V SYSTEM EXP ANSION AND DEFLECTION FITTING ASSEMBLY 1.8m OR 2.4m ALUMINUM TAPERED ELLIPTICAL BRACKET WALLS. ABUTMENT, BACKFILL DRAIN ... STANDARD DRAWINGS CONTRACT NO. CL2007-13 3 .. - 3340.150 DECK DRAINS WITH TRANSVERSE BAR OPENINGS 3360.200 DECK, LIGHT POLE BASES, STRUCTURES WITH PARAPET WALLS 3370.100 DECK, WATERPROOFING HOT APPLIED ASPHALT MEMBRANE WITH PROTECTION BOARD 3370.101 DECK, WATERPROOFING HOT APPLIED ASPHALT MEMBRANE AT ACTIVE CRACKS GEA TER THAN 2mm WIDE AND CONSTRUCTION JOINTS - - - 3390.100 DECK DRIP CHANNEL 3419.100 BARRIERS AND RAILINGS STEEL GUIDE RAIL AND CHANNALANCHORAGE 3419.155 BARRIERS AND RAILINGS STEEL DOUBLE RAILING ANCHORAGE 3950.100 JOINTS CONCRETE EXPANSION AND CONSTRUCTION ON STRUCTURE - - - - - .. ... .. ... .. - - .. ... .. ... DRIVEWAY llE:PRESSION .. .. ....: _..' 4.. .. ~.\A~::",::~ "/" . . . '. . . " ~ .~ :: ..~~~:.; >.~A~ <". ~- '... ~": ~". :~. ... <~. ~: ',4 .-..... !.: . ~.4 . .. .. . .~.. SIDEWAUC lfDGE ; -~ ." . .... .- ..~:. " . - (SEE HOlE 4 - STANDARD CURB AND GUTTER - R- DRNEWAY 0EPRESSl0tI - ... ASPHALT " .' M: ... _. ~~, .: -...:" . .. # - .... .:~ ..~. -. :..~ . ~. . ...." -. . ....., - ;,.. . '. ~. .411. . -. .. .. .". ... BARRIER CURB NOTES Concrete sholl conform to OPSS specifications (30MPa. 7~ :i:1.5~ air). Contraction joints every 3.0m (maximum). Sow-cuts to be 25~ of total depth. Curing compound is to be sprayed on within one hour of finishing. Additional width required where curb is adjacent to sidewalk. M All dlmen8lon, are In mllllmetrH unleu ofh_1H not"_ on Serrices De ~ent _NO. _lliVr: - - STANDARD CURB AND GUTTER C-302 ... .. --/1 rtIII B ;I: - ~--- I .. A . :A --Lt .. . I I I .. I I I I .- '\ I SEE 8 I HOT[ 2 -----~ CURB ENDS 10 BE .wlE VER1'DL (FWSH) .. AT 11UE or POURING. lOP CURS 10 BE H.JGNED ACCURATaY WITH BASE CURB. PLAN .. 1.2m \a~u~7 ~ WITH PRECAST .. I r,1 I I I I I \L___ - I I I ------- L_ .. .... 7.~ '. ... M lOP NlO 8OT1OM ROWS Ot<<.Y (IoWIUfN::'TUREf(S SEAl.NfT TN'E : ,. 8E1WEEN ROWS) .... ~~~ '~ ;.. . , . ,.. .~ .. .". . .~ ,.' ". ~, " SECTION A-A SECTION 8-8 ... NOTES ... ;-"i' ':'..- "''':~::c'~i''):-- ''', ,...,.~,-,..... ",--/," ,,,,, ~ .. 2 Stoge I - temporary asphalt filler around catch basin including full curb. 3 Stage II - remove asphalt filler and complete curb in one pour. ... H All dlmenaloM 0... In mllllmetret un.... ofhefwt.. noted. n .. Sernces De ~ent lIfIMMD 11m ~ 2004 CURB AND GUTTER DETAIL AT CATCH BASIN ...... II). ....... DlIJ(l .. C-305 ... - - - CONCRETE lNFU. ~ CURS--- b~ IoWCIIoUt SPACING Of 30m IlEIV/EIN EXPAHSlON =\ JOINTS II<<) WHERE SlDEWAI.J( ABUTS Nt( RlGlO STRUC1URE - - .. - - 1.8 1.5 ~I - CONTRAC11OH JOINTS (M'.) - ... 1.5 0.75 ... Z :J 2X ~ Q. o Q: Q. - . :.. .......... ... .. . -.. .. . -.- . .~..: " . COIoFIC1ED NATIVE tMTERW. (SEE NOTES 1 N<<) 2) . .-'- ~ . - ~ JOnwn 150mm AT DRIVEWAYS ... - trolES - 1 Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality. 2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewalk. 3 Concrete shall conform to OPSS specifications (30MPa, 7'; f: 1.5'; air). 4 Curing compound to be sprayed on sidewalk within 1 hour of finishing. 5 EXDonsion;oints to be be placed fun dent" of !':idewa'''. 6 Contraction joints to be 25% of full depth of sidewalk. 7 Surface of sidewalk to hove a broom finish. ... - - All dlm-'on. ani In metAl un.... othenrlu noted. of Clarin n Serrices De ~ent ....... 110. N'PIIMD lliftI - 5T ANDARD CONCRETE SIDEWALK APRl. 2004 C-307 - .. ."" .. lW>E ASf'HotoLT JOIn' .. EXISTING PA\'EMEHT ... .. wi .. .. .. PR()f'()S(D PAVENOfT TO BE RaKMD III 40mm HU .. AU. EDGES TO BE PMmD WITH A BITUUINOUS DotUlSlON ... .. SECTION A-A EXISTING PA\'EMEHT 'III .. All dlmenalona ore In mltttm...... u...... ~... noted. .. M Services De a~ent SURFACE PAVEMENT JOINT TREATMENT __ IlO. ...... MIll .. C-311 . - .. - I- 1.75 -I OPSO 600.040 0.50 OPSO 600.080 1.00 0.25 1RAHSlllON TO MOIllf1ED CURS lRANSlllON TO MOOlflEI) GU1l[R TELESPAR SIGN SLEEVE 50 X 50 X 750 mm lONG TOP TO BE CENTERED AT 0.5Om fR()I,f BACK Of' CURB lElESPAR TWO-PIECE f!JRfN(AWAY ANCHOR (REfER TO DETAIL) - .. - .. - .. .. - on ('oj on 0 ROAD .., f Q .. .. ... - NOTES: 1. 00 NOT RAMP BUlLNOSE AT SlQWJZED END Of M~ ISlAND. fT!-~q 10 S.- ~t~'::. ~ SMAll ISLAND 0.50 0.20 SIGN POST 1.00 CONe. PAD RAMP mow EIP TO BACK Of CURB 0 4: 1 00 NOT DEPRESS BACK Of aJRB 8 mm x 89 mm GALVANIZED HEX SOl T AND NUT ANaiOR SlEEVE (REFER TO NOTE 3) 150 mm 1lilCl( CONCRETE PAD . .. - . ~ :" . .. ASPHAlT .:.' -:.4."... GRANULAR . A' SECTION B-B 3. FOR POURED CONCRETE lSlNlO, TElBPAR AHCHOR ASSEMBLY TO BE lNST.au.EO USING 56 mm X 56 mm X 4SO mm souo ANCHOR SLEEVE. 4. ,I,U PERMANENT ~ TO BE SUPPlIED BY THE REGION OF DURHAM. .. - - - E E o on 1 ~ z o z -< >- -< ~ o -< on :l<: " -< o ~ GI ~ !oJ n: I ~ ,I,U OtMENSlONS IN METRES EXCEPT WHERE NOTED. OWG. OA TE= 2002 10 RE'f'lSlON NO.: 2 REV. OA TE= 2004 08 SCALE: N. T.5. 1.75 m WIDE ISLAND RAMP END DETAIL 8-503 .. lflii Rigid duct coupling where applicable .. l> A~ I 0 0 0 0 0 0 0 Styrofoam bedding lflii .. Rigid duct direct buried Note 2 .. {> 00 0 0 o 0 0 {> I Al+ -175 .. Detail A {>' Concrete structure Note 1 SECTION A-A .. '{> l> {> r 12mm thick x 250mm neoprene sleeve c/w 4 stainless steel band straps --Jl;-------------------~' '~-------------------~ ----- - - - ---~- m_m_________u__mu' _"", ,~'"'''' __ _____m__m ____ ___~ l- 100 -I 50 ~ \Ri9id duct PLAN .... long .. .. .. DETAIL A WOBBLE JOINT ... "'" A All dimensions are in millimetres unless otherwise shown MINISTRY OF TRANSPORTATION ONTARIO DRAWING March 2001 I Rev 11 UNDERGROUND RIGID DUCT - - - -- - -- - - - - CONNECTION AT - - - - -- -- - - - - CONCRETE STRUCTURE MTOD - 2102.01 NOTES: 1 Concrete structures include bridge structure, concrete footing, electrical maintenance hole, concrete duct bank, etc ? For number, sizes and orientation of ducts refer to contract .. till III .. .. - - .. Tapered elliptical bracket, OPSD-2250.01 ... ,-- t:_:;...-:.?I: :'--""-",,--,, , '- , , " ' - - - "' ClJ 'C 0 - > - .. - Handhole Frangible base See MTOD-22150.3 .. - Concrete foolong .. BASE MOUNTED FRANGIBLE BASE MOUNTED - - MINISTRY OF TRANSPORTATION ONTARIO DRAWING February 2005 Rev 6 - ... METAL LIGHTING POLE BASE MOUNTED MTOD 2228.010 - MINISTRY OF TRANSPORTATION ONTARIO DRAWING March 2001 I Rev 11 POLE WIRING DIAGRAM ---------- ---------- LIGHTING POLE ON BRIDGE STRUCTURE MTOD - 2255.040 No.12 AWG stranded copper ground wire to luminaire Pole hondhole ~ I Fuse holder kit with 600V, 10A KTK fuse Ground stud No.12 AWG insulated ground wire Line Line 3~. 4wire system {Line 1 2. Neutral ~. wire system Ground L_________-.J 1~. 3wire system .. III "" III III No.12 AWG low voltage riser wires .. Compression connectors. copper to copper, with insulating cover wi .. ... .. Embedded junction box .. Low voltage cables ... No.6 AWG insulated stranded copper ground wire - III III filii .. .. .. ... - ... ... - - - o ~ - x o 0.0 >e (Lo ~~ o>e .- " o::.~ (J) W N (J) 0::: W I- 0... <( o <( X o CD Z o I- o Z :J J ':'jE OE I --'111 --'W -N 0::_ 0111 t') N t') -q- CXJ 0 t') CXJ -q- <D f'. 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(l)U)+-'(I)O -0 >,'c E (f)';:: ,_ (f) (f) I-u(f) ~ (I) ~ (I)..co=c >I-+-,<(:::l <( m u "<t 1905 Cable anchor Angle strut bracket Note 1 Cable assembly Post breaker Guide rail exit slot to be pointed away from traffic <;::=:J Traffic flow ---,- o lXl n --.1 .1 .. <t Steel beam guide rail 60x 140mm pipe sleeve inserted into post 10mm dia lag screw I x 100mm long PLAN 140 l rr 64B post ~ Wooden Typ PE~~~i}", ......................... +i o ~ ,.... ~ Cable bearing plate .. 19mm dia x 240mm long hex head bolt with 2 high strength washers, Typ Angle strut 2 -1 6mm dia x 190mm long hex head bolts with hex nuts and washers, Typ OPSD ELEVATION EXTRUDER TERMINAL NOTES: I VUUI(.. ~IIUil l.;C;l.'CllsIUfltO =:ilILi-::; 'Lv ~rl;:;;UI .....;.~-.:..\.::..d \ 0-; t.lle (,uu~c ~...dl(.;llul li ucktL Of".,;.. er--IYUyC.J with slots in steel beam guide rail. A The component depicted is proprietary to Trinity Industries Inc. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING ENERGY ATTENUATOR, END TREATMENT EXTRUDER TERMINAL SYSTEM INSTALLATION EXTRUDER TERMINAL APPROACH END Nov 2006 Rev 2 - - - AFG AC AWG AMB BFG BGRD BLK BLU CCT CE CODE CMS CCTV COMM Cjw COND CONT CDT CSA CTMS DB DC EC EMI EOPT ELV FO FTMS - - - - - - - - GRN GRD - - - - AI A Cu F II "1 - Hz ABBREVIATIONS Above Finish Grade Alternating Current American Wire Gauge Amber Below Finish Grade Bare Ground Black Blue Circuit Canadian Electrical Code Changeable Message Sign Closed Circuit Television Communication Complete With Conductor Control Conduit Canadian Standards Association Corridor Traffic Management System Direct Buried Direct Current Electrical Chamber Electromagnetic Interference Equipment Extra Low Voltage Fibre Optic Freeway Traffic Management System Green Ground SYMBOLS Aluminum Ampere Copper Farad !.~ ~~ I: i-Y Hertz HH HV HEC IGRD IMPD IND ITS JB LCS LV MH NEUT NIC OESC PCS PUC PXO RF RFI RMS Electrical Handhole High Voltage Hydro Electric Commission Insulated Ground (green) Impedance Inductance Intelligent Transportation Systems Junction Box Lane Control Sign Low Voltage Electrical Maintenance Hole Neutral Not Included In Contract Ontario Electrical Safety Code Permanent Counting Station Public Utilities Commission Pedestrian Crossover Radio Frequency Radio Frequency Interference Ramp Metering Station XFMR TS Traffic Signal Transformer UPC VDS Underpavement Crossing Vehicle Detector Station YEL WHT White Yellow n PVC V VA 1 I.! l' Wh Ohm Polyvinyl Chloride Volt Volt Ampere W':1H Watt Hour ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 I Rev I ~ ELECTRICAL Date - - - - - - - - ~ ABBREVIATIONS AND SYMBOLS IOPSD - =.- -2000~Ol 0 - - - ... DUCTS AND CABLES -------- Exp ................tt... ".7 -......, ~ " I V c:::::::::l c:::::::::l c:::::::::l I~- ] -u~-~- -*LCU--*-LCU~ -I/-LCA-/l-LCA +- \ - Ducts and/or Cables, Underground Ducts and/or Cables, Surface Mounted Ducts and/or Cables Embedded. "Exp" Indicates Expansion Joint Cables, Installed in Existing Ducts Cables, Aerial ... - .. Cables, in Pavement Slot Ducts and/or Cables, Future by Others Underpavement Crossing Identification Code, Note 1 ... - Reference Point with Identification Code, Note 1 Duct Stub with Plug, Note 1 Existing Cables and/or Ducts to Remain in Place Existing Cables and/or Ducts to be Removed Existing Cables and/or Ducts to be Abandoned ... - ... Identification Codes For Existing Duct or Coble Usage: - IDENTIFICATION CODES, Note 2 BCU Bell Cable, Underground CCA Communications Cable, Aerial DC Extra low Voltage Detector Cable GC Guy Cable HC Hydro Cable lC lighting Cable PC Power Cable TS Traffic Signal Cable TV Television Coble ... ... - NOTES: 1 The duct symbol shown is for illustration only, other duct and/or cable r u 2 Add suffix U for Underground or suffix A for Aerial. ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 I Rev I ~ ---------- ELECTRICAL LEGEND I Date ------ OPSD - 2001.010 .. III .. .. .. MANHOLES, JUNCTION BOXES IQI I MH32 I o I JB36 I @ I HH21 I .. .. .. .. ... ... PADS AND FOOTINGS [I] I CP33 I @ I F43 I .&. I F44 I . I SF31 ... - ... POLES ... . I P24 I o I EP32 I LS .. Electrical Maintenance hole with Identification Code Junction Box, Embedded or Surface Mounted with Identification Code Electrical Handhole, Underground with Identification Code Concrete Pad with Identification Code Footing in Earth or Rock with Identification Code Footing on Structure with Identification Code Sign Footing with Identification Code Pole with Identification Code Existing Pole to Remain with Identification Code Identification Codes for Existing Pole Usage: ... A Authority Owned Pole B Bell Pole C Communications Pole .' GP Guy Pole H Hydro Pole HM High Mast Lighting Pole - LS Lighting Pole TS Traffic Signal Pole TV Television Pole .. ~I R33 I Existing Pole to be Removed with Identification Code - .. ONTARIO PROVINCIAL STANDARD DRAWING - ELECTRICAL LEGEND II OPSD - 2001.020 - Date ... LUMINAIRES o q <] D ... Luminaire Luminaire with Shield ... Floodlighting Luminaire Underpass or Surface Mounted Luminaire ... CD Luminaire, Number Shown Indicates Luminaire Location on High Mast Ring with Respect to Pole Handhole, Note 1 IIIlII --0 ~ ~ Luminaire with Bracket, Note 1 - Existing Luminaire to be Removed, Bracket to Remain, Note 1 IIIlII Existing Luminaire and Bracket to be Removed, Note 1 ---()F - Future Luminaire and Bracket, Note 1 I L18 I Luminaire Identification Code III POWER SUPPLY III & 6) IIIlII Power Supply Equipment Transformer .. Generator ... III Power Supply Equipment, Pad and/or Footing Mounted, Note 2 SUPPLY 'A' 120/240V, 1~ 3W Power Supply Equipment Identification Code Other applicable description may be used for transformer, generator, etc.. .. ... rg Photoelectric Controller NOTES: ,iii ... · "'--".i~~,-~~.(" ~l.Ir:-".rr { "' [~ i"!,' ,...,.r :' J J. ~ ,... f"l ......J.r."'-'r ~C.'T.~c7rc symbols may be used. 2 Power supply equipment symbol shown is for illustration only, other equipment symbols such as generator, transformer, etc., may be used. .. ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 lIIIII ELECTRICAL LEGEND III Date III OPSD 2001.030 ... - - MISCELLANEOUS ~ Ground Electrode(s) - Cable Protection Bricks, Concrete Cap, or Marker Tape in Trench Identification Code for Removal Equipment " / - I R12 I - WIRING DIAGRAMS - tJ Conductors, Single or Multiple, Identified by Note Indicates Cables to be Installed in the Same Duct - Indicates Spare Duct for Future Use - 2-1~S 11: TS- 75mm T I Wiring Identification Note Duct Size, Aerial, or Direct Buried Type of Cable: TS - Traffic Signal HV - High Voltage LV - Low Voltage ELV - Extra Low Voltage CONT - Control BGRD - Bare Ground IGRD - Insulated Ground (Green) CSA designations, may also be used AWG Size of Conductor Number of Conductors in Cable; Not Required for Single Conductor Number of Cables - - - - - 4 --- In-Line Cable Splice; Number Denotes Number of Cables - --.L 3 Tap Cable Splice; Number Denotes Number of Cables - r "I OR r '\ L-.J './ Wiring Enclosure, Manhole, Junction Box, etc., Identification Code Matches Layout Drawings ."'-........ - UORU t.quljxnen em; enUllCQIOn Co e a C les Layout Drawings ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 I Revl ~ ---------- ELECTRICAL LEGEND VIII Date ------ OPSD - 2001.080 t It Id ~"' r ~d Mtr - - - .. .. WIRING DIAGRAMS · CONT'D" lIIIIl Single Phase 2 Wire System: BU< Black, line .. WHT White, Neutral GRN Green, Ground Single Phase 3 Wire System: .. RED Red, line 1 BLK Black, line 2 WHT White, Neutral IlIIil GRN Green, Ground Three Phase 4 Wire System: ... RED Red, line 1, Phase A BLK Black, line 2, Phase B BLU Blue, line 3, Phase C WHT White, Neutral .. GRN Green, Ground Circuit Identification Code: 'A' denotes Supply Location 'A' 'RED' denotes Red, line 1 '7' denotes Breaker or Switching Device No. 7 .. IA RED 71 ... ... NOTES: A Wiring Diagrams use Electrical and Electronic symbols common to industry practice. Refer to CSA Standard 299 for symbols not included in this Legend. S Symbols for 'Existing' and 'Future' items are included only for widely used items. In general, existing features are shown in screened or light lines and/or shown with a letter . E'; new construction is shown in bold or heavy lines; and future work by others is shown in light dashed lines and/or shown with a letter 'F'. Prefix 'E' or 'F' in identification code indicates 'existing' or 'future' respectively C Where Quantity Sheets are not used, location, size, quantity and type of equipment to be installed may be indicated by notation on the Layout drawings. o Symbols crossed out with an 'X' indicates 'for removal'. Symbols crossed out wj~h ,.., d0',H", ~~r-ol(e "1/ .. :n,..nr('/fe~ "ta t" 0" C'ndl"\n~~". ... ... ... IlIIil ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 I Rev I (j) ---------- s ~ ELECTRICAL LEGEND IX Date ------ "'iil:i!!!!:;iilI' OPSD - 2001.090 IIIiI IIIi ... IIIi .. .. TABLE 1 MINIMUM TRENCH WIDTH FOR ONE LAYER AND TWO LAYER DUCT ARRANGEMENT .. No OF No OF NUMBER OF 50 mm DUCTS 100 mm LAYERS DUCTS 0 1 2 3 4 5 6 7 8 9 10 1 N/A 150 205 300 460 610 N/A N/A N/A N/A N/A 0 N/A N/A N/A 2 N/A 205 300 350 460 460 610 610 1 150 255 460 610 610 N/A N/A N/A N/A N/A N/A 1 2 N/A N/A 205 255 300 460 460 610 610 610 N/A 1 300 460 610 N/A N/A N/A N/A N/A N/A N/A N/A 2 2 150 255 255 460 460 610 610 610 N/A N/A N/A 1 460 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A 3 N/A N/A N/A N/A 2 300 300 460 460 610 610 610 1 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4 ~/A 2 300 460 460 610 610 N/A N/A N/A N/A N/A .. - .. .. .. ... NOTES: 1 Install ground wire in the duct, or trench as indicated in the contract. A Install cable brick, or concrete slab, marker tape, concrete duct marker where indicated in the contract. See OPSD-2100.05. B This drawing is used in conjunction with OPSD-21 03.02. C Contractor has the option of installing one, or two layer duct arrangement. D N/ A - Not Applicable. undesirable, or exceeding equipment limits. E All dimensions are in millimetres or metres unless otherwise shown. - - .. Finished grade .. a. '- >. Q) I- > 0 Backfill oN 0 cO material "E ...-i c 50mm 00 E min c~ Typ ('oj E E I E Duct EUl 0 00.. 10 00 '<t Ground (() wire Q) .0 CI> Note 1 VI 0 Sand bedding / .. '- CI> > o o "~ E E E o 10 '<t Duct .. 50mm min ~ O~" 50mm min Typ Duct .. min ONE LAYER ARRANGEMENT IN ROCK IN EARTH ONTARIO PROVINCIAL STANDARD DRAWING Grouna wire-/ Note 1 Ground wire Note 1 TWO LAYER ARRANGEMENT IN EARTH min - Date 1992 12 15 Rev - DUCT INSTALLATION IN TRENCHES Date OPSD - 2101.01 - c c o -I ~- :::OZ OU) "'T'I-t -~ I,... ~!; -I - o z o '1J CJ) '-' I\) -.to o VI . o I\) o a .-+ <b I I I I I I z 00.,,-,,0 <bOoo-i <b , 'C5 ' ", oa.c.-+Ul "C .-+~ (/) 0 a. <b .-+, 70 ~ a N 0 _.:J ~:J :J a. N~~0 VlO . -. o~ ~ ~o :J 0.-+ iio . '" 0 0" 0 "0 CD --'oa~" '~~UI -oo~o O:T33 ii"333 CT 3 CD 3 -. ..., a :J x oa~" ...,........~tn -oo~o O:T33 ii"333 CT 3 CD 3 -. ""a:J X o \J 1'1 Z ~ 1'1 Z o ::I: 3:: Z~ ~O <bo (1)l. o ::0 o (/I ::0 -i fTI ~~ii" 0.0 .c: Z s: c; 00 --""0 ~~~ ~:T a 03 :JCT 0.<11 ..., 1'01 r II r E ! C') ~ ::0 0. o C C ~ Z o 2 :J ,--- I L_ 3 S' """ 1II 0 o 0 "0 <11 r~ · '" 0 rO"O '" "0 1'0 <11 .. .. o a~..... """"~(}1 "Oogo O:T33 ii"333 CT 3 <11 3-. ""0:J x .. .. .. oo~" ...,.....~Ul -OO~O O::T33 ii"333 CT 3 CD 3 -. ""a:J x -/>. (.J1 o 3 3 3 :;' o -/>.- 0. C ~ 1II I -l '< -0 o \\.1 ;r o r Ul ~ Z o )> ::0 o o ~ z G) -oo~" O....-/>.(.J1 ii"o(.J10 :T03 033 33 CT 3 ~ 3:;' a ox ..., )>0> ::!::" o , ~ VI - .. o ..., o III 1II 0' <0 a 0 0. ;';. ell =?~ Cll",- ell (l)1II 1 /-'\ ,..._, - --- I . L___ -lfTI '< - -0<11 - ~ z:;'. o 0 ....0 ell - III o ~ :T o o 3 :JCT Q.(D ..., .. .. 01 .-+00."000.,, ;r;ro , <b <b 0 <bO' ,,<b' a. _.-+ .-+ .-+.-+ 00 O;r 00. 3 ~ Ocrc "C <b a" <b cr CO (/)0 ~ 30 ~ "-0'-+ 0_. -~O4. 0 I 0 <b 00..,0 :J :J 0 0 Q _ < '''''':J o .-+ .-+ 0 0 <b ~:J <b3<b 0, N<b a ~ ~ 0 Vlo ~ 3 g g '9. 0 ~ C <b < VlO !:!;:J3a. ~<b':J :J ;:+ g 5' c <D:J .-+ 3 '< 00 :J -. 0 <b a.<bOO =~3g~:J.-+ 3 0 <b a." g 0 0:J a <b 00 .-+~< 00.-+ ~ -.. ~ 00 (.J10 00 33 33 :J (jj' ::T (D Q. .. cr c lD lD N . :J N <b -" o 0 00 00 UlO 00 3 3 3 3 3 3 0-' x :J IIIliI III .. .. 450mm min Utility depth - Duet or outer edge of cone encosement Typ - - CROSSING OVER UTIUTY - - Finished grade Typ - .. .. ~ Slope to avoid low point where elevations permit mm min .. CROSSING UNDER UTIUTY .. - NOTES: A The required clearance 'x' between the utility and the ducts or concrete encasement is: UTILITY 'x' mm min Ducts, Direct Buried or 100 Encased All other pipes 300 High Voltage cables 300 All other cables 300 .. .. - - 450mm min Utility depth CROSSING OVER CONCRETE ENCASED UTIUTY ~ Slope to ovoid low point where elevations permit mm min CROSSING UNDER CONCRETE ENCASED UTIUTY B Trench widths shall be kept to the minimum required for working space. Manual excavation and backfill methods shall be used, with the utility supported in place where required, where crossing under a utility is necessary. C All dimensions are in millimetres or metres unless otherwise shown. Date ONTARIO PROVINCIAL STANDARD DRAWING Date - DUCT INSTALLATION AT UTiliTY CROSSINGS - OPSD 2103.05 o -"(1) cC 0 C~)>~ OCC::U -t:::oc)O (I)."ITI;g ........)>::00 '-0-< Z Zz cl""1c)~ _ r ITIZ-oU) z(I)-~ O-l-tz ........(1)0 )>....... > (I).-.,eJ ITIS;Oo ~-I::O~ ITI- =E zO z -tZ G') (I) 0 0 '1J 0 ..... (f) <D V I I <0 <0 I N I 0 0 I\.) I ..... N <D .... I I 0 I 01 I v.. I I . I I 0 I I 0) I I o~ ~g ?o~ f ~> ii' (Ii :l. ~ .-+ '"U-t <1> , <1> ~ ~3 -. <1>"U ~ ~o a. o' ci ?-< ::IE!!!. ::ro <II"U (il <II )>z 3)> 0 <D=-i ..... a. rTl ~ _. U) W 3 .. <D c:l :lib <D o. Ib:l Iblb 00 ..... ., ::r<D <D ~. ~. Ib== ::r3 O<D ~..... ? ~ Ib o ., '<-t a. (I} c,. "Uo<ll ,.<1> 5'<1> (f):J '-+0 9..0 -(f) ~<1> o' a. :Jo ., --...j '(J1 ~o (J13 33 ~3 x -. :J U) 1"1 g a Z > I ~ ., ..c' 0: ::!l F ?o ~ "U ..... 0- .-+ ..... o ., 3 u.o 33 33 0-' X :J <0 ., o C :J a. fT! .a c ii' 3 <II :J .-+ \) o < ,. -:-(1} O::r 30 c 30: _.<11 :J ., ... >r+ I .. 11IIII .. "'0 ~ .. .. ... .. N o 3 3 o x 1:1 1 ... .. 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NOO ~.....z '. ... to r--. p , ./ .. , o<;;t O<;;L <!'" \' < Z o ~ u w U> I{) IN '0 I · ,N I~ I~ IN I I I '0 :Ul ,0- o N Q) .... o o N 0> 0> ..- Q) ..... o o 0:: LaJ '" > i ~8 o O:J: o It- ~ ~~ ~ <(LaJ ~ U> It- C <i. ....J LaJ E ~ <(0:: E 0> UZO 0 _ CO a::: e::: 0 ~ ~ t;o a::: W t- ~ ....J (/) aW< o LaJ 0:: a... .. ... Handhole Handhole ... 1000 .- / IIIIIi 0 0 \0 ,1 IIIIIi ... ... T o lO -I-Concrete collar I around handhole o Note 4 lO T #6 AWG system ground wire Duct entry hole Typ, Note 1 II .<:: I E I E I I E I . I g I~ I n I~ I ~~---~-----------~ Flexible duct Ground rod where required Rigid duct ... - 19mm clear crushed stone drainage pocket and foundation g .. NOTES: 1 For duct entry details see OPSD-2123.03. 2 For hand holes with metal frames, ground wire shall be attached to frame using a ground lug suitable for #6 AWG stranded copper wire. 3 For hand holes with metal covers and non metallic frames, the ground wire shall be attached to the handhole cover using a ground lug suitable for #6 AWG copper wire. 4 Concrete collar is required around the complete perimeter of 011 electrical hand holes except: 0) concrete electrical hand holes, or b) handholes installed in concrete pavement or sidewalk. 5 In raised traffic islands, install 12mm expansion board at back of curb and install concrete collar to suit ... .. .. IIIlIi A For specific handhole details see OPSD-2112.01, 2112.02, 2112.030, 2112.040 2112.05,2113.010, and 2115.01. B All dimensions are in millimetres unless otherwise shown. 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(; - OOO::OLL~ Z.-N <(II) c ~ o L III 0 L...J C\l I (/) > I a.. 0 I Z 0 I (/) <..? r- (J Z :::> ~ (/) Q a::: W Q C -I w (/) c 0 <{ a::: :J: (J <( Z C 0 W Z Z c ~ <( Z Ul :J: <{ .....J Q <( -I w <.> a:::: z <( :::> > U CD 0 - a::: a::: r- a.. () t- w 0 U a:::: a::: W c ~ -I ~ Z W 0 0 r a:::: r- z w - - R=1.8m - limit of local grading - - lYPICAl PLAN - Chamber Offset from control point Note 1 <l Chamber - local grading Roadway Shoulder - - CHAMBER IN CUT - Offset from control point Note 1 Roadway Shoulder - - - Burial depth Note 1 .. CHAMBER IN Fill - NOTES: 1 For offset and burial depth. see contract drawings. 2 Burial depth sholl be measured from the highest gra.de el\~v.)lion at charnber trame and cover. A All dimensions are in millimetres or metres unless otherwise shown. - - I I <l Chamber I local grading Date ONTARIO PROVINCIAL STANDARD DRAWING Date - ELECTRICAL CHAMBER INSTALLATION IN SLOPE - OPSD - 2118.02 IT1 Z ~ :::0 -< Orr1 "r rr1 (") --I :::0 - (") )> r o :::0 IT1 n ~ (D C :::0 IT1 o )> z o IT1 Z n. G; IT1 o o c ~ (J) :I: )> Z o :I: o r rr1 (/) o z ~ ::::0 o '"U ::::0 o < z n )> r (/) ~ Z ~ ::::0 o o ~ z G) I I I I Z I I 0 ? I I I "-> I ..... I al)> N .....Z ~O'lO:;UoO , -U .00 c -f a. <b _0 0 fTI _. _o:l a. r+- (/) 3 ~ SO <b' . <b r+-1O a.:l ~e.oo::;r+- 00 !I 0 ur~ :l _0- 000 r+-::r :lC<bO o :l'CD , a. a. 3 00 ::r:l x OO-.Joo-u 00 0 = 00 ::r o ~ :l 00 :l , 0 it ~it a. 00 c o -. ~ "'0 <1> -. ~o '-c ~c 0'" -~ :>:::T Z<1> a.:t 0:> .- .- <1>-< ... .. .. - .. 'T] 3' u;' :::T <1> a. ... .. 1i',9 Is. ~0 0/~ 1450mm ~ mox .... .. ::0 .0' a: a. c ~ III ... .. " <1>() rU' -, ~ g : : o 0 : : l: ~ : : ~ ;; ! I ~~ ~ .. .. ... III - - - ( , / X / / - - - I Fully threaded ~ I square head stud, . 4 required, Note 2 Steel hex nuts, I 8 required, Note 3 PLAN - - Plywood template see detail A - Threaded ferrule - 11mm dia struts - u J struts Note 1 - Anchorage assembly struts - - B I .1 50mm Typ 50mm min I ., :D 2 50mm Typ ., ., ., DETAIL A - WOOD TEMPLATE INSTRUCTIONS: 1 Do not remove studs from threaded ferrules. 2 Place anchorage in footing with wood template over form work. 3 Tie anchorage to steel in footing. 4 Tie ducts to anchorage. 5 Level anchorage in all directions with a carpenter's level and secure in the level position prior to pouring concrete to the top of the formwork. 6 When concrete has achieved initial set remove nuts, washers, and wood template and finish top of concrete. 7 Replace nuts and washers and hand ti hten. 8mm dia struts NOTES: 1 J struts not required in assembly with bolt circle diameter less than 406mm. 2 Studs to be factory set in ferrule with preapplied thread locking compound. 3 Assembly nuts to be shipped hand tight only. 4 Instruction sticker to be attached on top face of the wood template. A The welds are to develop the strength of the struts. B All dimensions are in millimetres unless otherwise shown. WOOD TEMPLATE DIMENSIONS LENGTH WIDTH HOLE DIA mm mm 1 and 3 2 ELEVATION ASSEMBLY DIMENSIONS - STUD DIA BOLT CIRCLE DIA STUD DISTANCE ANCHORAGE DEPTH A mm B mm C mm 247 25Cr-n;n 32mm 406 287 - ( 1 - 1/4 ") 449 318 19mm (3/4") 190 135 - F O~.< STf~:UC\UF<[S 1000 400 306 306 349 90 457 457 305 1000 1000 600 400 418 300 247 225 155 ONTARIO PROVINCIAL STANDARD DRAWING Nov 2001 Rev 1 - ANCHORAGE ASSEMBLY - OPSD 221 5.02 -00 OZ .~ ",- o ~ 1"1 I: ~ ~ o 0 ~ c C z md~ ~ :::u - (J) I: Z ~ ~ G') Z ~ 0 ~ ",0 -to ~~ .- (J)~ ~ f;1 0 I I ...... -0 I I <0 I I <0 (/) CD , , '- 0 I I 0 I I I I I I I I )> z )>0 =-i Q.~ 3' o ::J (/) 0" ::J (/) o , o 5" 3 3" o .-+ 6 (/) C ::J (D (/) (/) o .-+ ::J" o ~ en' o (/) ::J" o ~ ::J ... .. ." ~ Z c;') m r I'T1 ~ I'T1 ... .. .. .. 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III J - - - - - - # 12 AWG stranded copper ground wire to luminaire(s) Note 1 I I I I I I --,-- I I I I I I ---it I I I I I I I I I I I I I I ILJ I I I __J I L______} ------- Ta ------- p r----- #12 AWG low voltage riser wires Note 1 - - Compression connectors, copper to copper with insulating covers Fuse holder kit with 600V, 10A KTK fuse - Ground stud Pole Handhole - run where required Low voltage cables { Line Line Neutral - - #6 AWG bare stranded copper ground wire Cable to ground electrode connection - Cable to cable ground connection IF---Ground electrode located U as indicate on lighting layout drawings - - - .'tV i t.: 1 Broken lines indicate additional conductors for double luminaire installation. ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 I Rev I 6} POLE WIRING DIAGRAM ---------- Date ------ I 120/24()V SYSTEM OPSD - 2255.020 - - - .. Solvent cement welded 50mm /cavitY former Detail A 50 ... Rigid duct coupling Fibre tubing must be snug fit and to suit skew of structure. Not required for 90' angle. 195mm for 50mm duct 300mm for 75mm duct f----x=:f Y. Note 1 ~~71 .. IIlIlfI '0' ring expansion joint coupling Solvent cement welded .. . Approach 'J' expo Note ~ nSion Deck 1 joint 6mm thick neoprene sleeve 250mm long to suit rigid duct. ... ~B I ,BI PLAN FITTING ASSEMBLY IIlIlfI 15mm offset ~B r towards outside of bridge structure I IB4 10 '" r L <( r l <( 0 L L I I t l+B l+B 10 1 - '" Duct 2 Duct SECTION A-A 10 '" L .- o L 10 "'r o L t Duct ~ 2 - Duct SECTION B-B .. ... ... .. Number and Size .. of Duct A B C D r ..., :> ~ - 50mm 120mm 90mm 70mm Ul _ 0> 0 o c .. 10 ..., 0 - 75mm 150mm 120mm 100mm l J:: ~ ..., ~ 2 - 50mm 215mm 90mm 70mm 70mm 0>..:.: ~ Ul -.l 1 - 50mm 245mm 120mm 100mm 70mm 1 - 75mm .. TOP VIEW DETAIL A ~ CAVITY FORMER NOTES: 1 Refer to structural expansion joint drawings for 'J' dimensions. . )' I11III - '.'-, r , , ...:.... -'I I. I I d I i ~ Y=Max 'J' - Min 'J' + 50, mm min. A The cavity former shall be made of 10 mm plywood. B All dimensions are in millimetres unless otherwise shown. aNT ARia PROVINCIAL STANDARD DRAWING Date 11991 02 28 T Rev I 2 EXPANSION AND DEFLECTION Date ------ FITTI NG ASSEMBL Y -------------- FOR 50mm AND 75mm RIGID DUCTS OPSD - 2302.02 .. .. .. .. .. .. .. .. ... ... IIIIIt CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-13 ... .. ... ... .. .. .. iJ. .. OPS GENERAL CONDITIONS OF CONTRACT (September 1999) ... .. ... .J .J .J J .J .J j .J .J .J j j .J J J J J J~ .; J II. ... .. ... I. ONTARIO PROVINCIAL STANDARDS FOR ROADS AND PUBLIC WORKS ... Ii. .. ... ... ... .. ... ... .... GENERAL CONDITIONS OF CONTRACT .. ... SEPTEMBER 1999 .... .. >J ." -j j .J J J .J J j J J J J J J J J J J ~ .. GENERAL CONDITIONS OF CONTRACT .. Table of Contents ... SECTION GC 1.0 -INTERPRETATION ~ GC 1.01 GC 1.02 GC 1.03 GC 1.04 GC 1.05 GC 1.06 GC 1.07 GC 1.08 Captions.... .... ............ ............... ....... ......... ................................................................ 1 Abbreviations ........ ...... ...... .......... ...... .... ................ .............. ..................................... 1 Gender and Singular References ...... .......... .......................... ....... ............ ............... 1 ... Definitions..... ..... ..... ................ ................. .... ....... ......................... '" .... ..................... 1 ... Substantial Performance....... ........ ....... .......... ............................. ............ ................ 5 II. Completion.... _......................................................................................................... 6 Final Acceptance. .... '" ............. .......... .... ......... .................... ...... ... ...:... ................ ..... 6 Interpretation of Certain Words ............................................................................... 6 ... SECTION GC 2.0 - CONTRACT DOCUMENTS ... GC 2.01 GC 2.02 Reliance on Contract Documents............ .................... ................ ............ ................ 7 Order of Precedence .... ........... .... ........... ..... .... ........... .................... ..... ............... ..... 7 .. SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT .. GC 3.01 GC 3.02 GC 3.03 GC 3.04 GC 3.05 GC 3.06 GC 3.07 Contract Administrator's Authority.. .............. ........ ...................... ........ ....... ......... ..... 8 Working Drawings ...... ........ ... .... ... .......... ..... .................. ......... ..... ... ..... ...... ... ..... ...... 9 Right of the Contract Administrator to Modify Methods and Equipment .................9 Emergency Situations... ......... ....... ..... .......... .......... ................. .............. ................. 10 Layout ........... ................ .......... .......... .......... ........... ............................... ........ ......... 10 Working Area... ..... .................. ............ ......... ............ .... ....................... ................... 10 Extension of Contract Time ................................,........................ .......................... 10 ill. .. 1i! .. .. GC 3.11 GC 3.11.01 GC 3.11.02 Delays... ..... ................ ............. ..... ...... ...... .... ............. ............................................. 11 Assignment of Contract ........................................... ........................ ...................... 11 Subcontracting by the Contractor .......................................................................... 11 Changes ....... ................................. .......... ....... .................................. ..................... 12 Changes in the Work. .......... ................................................... .................. ....... ...... 12 Extra Work..... ........................................................................................................ 12 GC 3.08 ... GC 3.09 GC 3.10 .. .. OPS GeneqJ Conditions d ContrIICt - September 1999 T8ble d COntents - I GC 3.11.03 Additional Work ..................................................................................................... 12 GC 3.12 Notices.......................................... ........... ..... ......................................... ..... .... ....... 12 GC 3.13 Use and Occupancy of the Work Prior to Substantial Perfonnance ..................... 13 GC 3.14 Claims, Negotiations, Mediation ............................................................................ 13 GC 3.14.01 Continuance of the Work....................................................................................... 13 GC 3.1402 R~am Keeping .................... . .... ..................... .... .1"l GC 3.14.03 Claims Procedure ....................................................................................... ........... 13 GC. 3.14.04 Negotiations. ............. .................... ....... .......... ..... .......... .... .......... ........................... 14 GC 3.14.05 Mediation... ....... ........ ....... ............... ..... ........ ....... ................. ....... ......... ....... ........... 14 GC 3.14.06 Payment... ................... .... ..... .... ...... ...... ......... ...... .............. ........... .............. ...... ..... 14 GC 3.14.07 Rights of Both Parties.................................;.......................................................... 15 GC 3.15 Engineering Arbitration ........................................................................................... 15 GC 3.15.01 Conditions for Engineering Arbitration................................................................... 15 GC 3.15.02 Arbitration Procedure ............................................................................................. 15 GC 3.15.03 Appointment of Arbitrator....................................................................................... 15 GC 3.15.04 Costs.... ..... ....... ....... ...................... ....... .................. .......... .................. .... ..... ....... .... 16 GC 3.15.05 The Decision............................. ............................................................ ...... ........... 16 GC 3.16 Archaeological Finds ............................................................................................. 16 SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS GC 4.01 Working Area...... ............. ...... .......... ................... ...... .......... .............. ........ ....... ...... 17 GC 4.02 Approvals and Pennits .......................................................................................... 17 GC 4.03 Management and Disposition of Materials ............................................................ 17 GC 4.04 Construction Affecting Railway Property .............:..............................................:.. 18 GC 4.05 Default by the Contractor................................................................ ....................... 18 GC 4.06 Notification of Default .... .... ................... ....................... .......... ............. ..... ...... ........ 18 GC 4.07 Contractor's Right to Correct a Default.................................................................. 18 GC 4.08 Owner's Right to Correct Default........................................................................... 18 GC 4.09 Tennination of Contractor's Right to Continue the Work....................................... 18 Table of Contents - Ii OPS Geneta. CondItIona 01 ContnIct . September 1999 J P' J .J j .J J .J J .J j j J J J J J J J J ... ~ GC4.10 I. GC4.11 GC 4.12 .. GC 4.13 Final Payment to Contractor.............................. ................ ....... ..... ............ ..... ....... 19 Termination of the Contract............................................................ .......... ............. 19 Continuation of Contractor's Obligations ........................... ........... .................. ....... 19 Use of Performance Bond .............. ................... ................................ .................... 19 SECTION GC 5.0 - MATERIAL r. GC 5.01 ... GC 5.02 GC 5.03 GC 5.04 GC 5.05 GC 5.05.01 GC 5.05.02 .. ... .. Supply of Material......... ......... ........................ .... ............................... ..................... 20 Quality of Material..... ........ ............ ............ ............ .......................... ..... .................. 20 Rejected Material. ...... ........ ......... ......... ........ ...... ...... ..... ..... ..... ........... ....... .......... ... 20 Substitutions.......................................................................................................... 20 Owner Supplied Material... ............ ........................ ................ ...... ..... ..................... 21 Orclering of Excess Material....................................................,.............................21 Care of Material.............. ............... ........................... .......... ...... ................ ...... ....... 21 SECTION GC 6.0 - INSURANCE. PROTECTION AND DAMAGE I. GC 6.01 tr. GC 6.02 GC 6.03 GC 6.03.01 GC 6.03.02 GC 6.03.03 GC 6.03.04 GC 6.03.05 GC 6.03.05.01 GC 6.03.05.02 GC 6.03.05.03 GC 6.03.05.04 GC 6.03.06 GC 6.03.07 GC 6.04 ... .. .. ... .. III. Protection of Work, Persons and Property ............................................................23 Indemnification .................... .................... .... ......... ................. ................................ 23 Contractor's Insurance......... ........... ......................... .......... .... ..... .... ........ ............... 24 General...... ........... .............. ............ .......... ............ ................................................. 24 General Liability Insurance. ........ ... .......... ..... ............. ............. .......... ..................... 24 Automobile Liability Insurance .................................. ............ ...... ...... ........ ...... ....... 24 Aircraft and Watercraft Liability Insurance............................................................. 25 Property and Boiler Insurance ................................... ..................................... ....... 25 Property Insurance............. ................. ........ .............. ............................................ 25 Boiler Insurance.......... ........ .......... ..... ....... ...... ........... ....... ..................... ................ 25 Use and Occupancy of the Work Prior to Completion........................................... 25 Payment for Loss or Damage..............................:................................................. 26 Contractor's Equipment Insurance .......... ............ ...... ............. ................... ............ 26 Insurance Requirements and Duration.............................................................,.... 26 Bonding. ........ ....... ............ ........... .............. ................. ....................... ..................... 27 SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK General................................. .......... .................... ................................ ................... 28 GC 7.01 III. Table of ContentS . III ... OPS GentnI Conditions of ContrId . September 1999 GC 7.02 GC 7.03 GC 7.04 GC 7.05 GC 7.06 GC 7.07 GC 7.08 GC 7.09 GC 7.10 GC 7.11 GC 7.12 GC 7.13 GC 7.14 GC 7.15 Layout ................................................... ......... ...... ...... '" ......................................... 29 Damage by Vehicles or Other Equipment............................................................. 30 Excess Loading of Motor Vehicles ........................................................................30 Condition of the Working Area............................................................................... 30 Maintaining Roadways and Detours............................. .......... ............... ................ 30 Access to Properties Adjoining the Waft< and Intemlption of Utility Sel'vi("ec::. . 21 Approvals and Permits ........... .......... ..... ........ ..... ....... ........ ............. ....... ... ............. 31 Suspension of Work ............ ..... ........... ............... ............ .... ..................... ........ ...... 32 Contractor's Right to Stop the Work or Terminate the Contract............................ 32 Notices by the Contractor .................;..................................................................., 32 Obstructions.. ........:......... .......,... ......... ........ ..... ....................... ..... .... ....... .... ..... ...... 33 Limitations of Operations.... ................ ................ ........... ................. ...... ........... ...... 33 Cleaning Up Before Acceptance ........................................................................... 33 Warranty... ........ ~......... .............. .......... .......... .................. ........... ....... ....... .............. 33 SECTION GC 8.0 - MEASUREMENT AND PAYMENT GC 8.01 GC 8.01.01 GC 8.01.02 GC 8.02 GC 8.02.01 GC 8.02.02 GC 8.02.03 GC 8.02.03.01 GC 8.02.03.02 GC 8.02.03.03 GC 8.02.03.04 GC 8.02.03.05 GC 8.02.03.06 GC 8.02.03.07 GC 8.02.03.08 GC 8.02.03.09 GC 8.02.03.10 GC 8.02.03.11 Measurement..... ............................. ...................... .......... ..... .... ....... ......... .............. 35 Quantities........... ......... ........... .......... ............ ....... ... ....... ... ... ....... ....... ....... .......... .... 35 Variations in Tender Quantities .............................................................................35 Payment............ .............. ..... ................ ........ ......... ............. ............ ....................... 35 Price for Work... ................... ...................... ............ .................... ...... ......... ............. 35 Advance Payments for Material................. ...... ...... ............. ......... ...f...................... 36 Certification and Payment ........... ............................................................ ........ ...... 36 Progress Payment Certificate.......... ........... ....... .......... ........... ........ ....................... 36 Certification of Subcontract Completion .............:.................................................. 37 Subcontract Statutory Holdback Release Certificate and Payment...................... 37 Certification of Substantial Performance ...............................................................37 Substantial Performance Payment and Substantial Performance Statutory Holdback Release Payment Certificates ............................................................... 38 Certification of Completion ................ .................... ................ ......... ....................... 38 Completion Payment and Completion Statutory Holdback Release Payment Certificates . ...................................................... ...................................... 39 Interest.... ........ ..... .... ........................... .................. ......................... ........................ 39 Interest for Late Payment.. ...... ... ....................... .............. .............. ................. ....... 39 Interest for Negotiations and Claims ..................................................................... 40 Owner's Set-Off ............ ........... ...... ... ..................... ................ ........ ............ ............ 40 TlbIe of Contents - Iv OPS Gene.... CondItlona cI Contract - September 1899 j ._oJ J J J j j J .J J .J .J J J J j J J J .. ... GC 8.02.03.12 Delay in Payment ........................................................................ ......... ........... ... ... 40 I. I. GC 8.02.04 Payment on a Time and Material Basis................................................................. 40 GC 8.02.04.01 Definitions. ............... ...... ..... ......................... .......................................................... 40 GC 8.02.04.02 Daily Work Records......................................................................................... ...... 41 GC 8.02.04.03 Payment for Work.... ..... ............ ................... .................................... ................... ... 41 GC 8.02.04.04 Payment for Labour ............... .............. ........................................................... ....... 42 GC 8.02.04.05 Payment for Material .............................................................................................42 GC 8.02.04.06 Payment for Equipment.........................................................................................42 GC 8.02.04.06.01 Working Tme ............ .... ........ ... ....... .... .................... ................ ............ ....... ........... 42 GC 8.02.04.06.02 Standby Time ............ ..................... .... .................. ...... ... ........................................ 42 GC 8.02.04.07 Payment for Hand Tools........................................................................................43 GC 8.02.04.08 Payment for Work by Subcontractors.................................................................... 43 GC 8.02.04.09 Submission of Invoices ......................................... ......................... ................... ..... 43 t .. ... ... GC 8.02.05 GC 8.02.06 .. GC 8.02.07 GC 8.02.08 I .. GC 8.02.09 Final Acceptance Certificate................ ........ ............................... ...... ..................... 43 Payment of Workers ....... ............. ........ ............. .......... ..................... ...... ................ 44 Records ........... .... ............ ....... ........ .... ............... .................................... ................ 44 Taxes and Duties............ ................ ..... ........... ...... ....... ......... ........ .... ..... .~.............. 44 Liquidated Damages.. ......... ....... ...... .............................. .......... ..... .......................... 45 .. .. I ... .. .. .. III II. ... ... OPS General Conditions of Contract. Sepl8mber 1999 Table of Contents. v >J :--J . J J J J j J .J j J J J j J J J J J '- ... Ontario Provincial Standards for Roads and Public Works September 1999 ... GENERAL CONDITIONS OF CONTRACT ... SEcnON GC 1.0 -INTERPRETA nON II. GC 1.01 Captions '- .01 The captions appearing in these General Conditions have been inserted as a matter of convenience . and for ease of reference only and in no way define, limit or enlarge the scope or meaning of the General Conditions or any provision hereof. ... GC 1.02 Abbreviations .01 The abbreviations on the left below are commonly found in the Contract Documents and represent the organizations and phrases listed on the right .. American Association of State Highway Transportation Officials American National Standards Institute American Society for Testing and Materials American Wire Gauge American Water Works Association Canadian Engineering Standards Association Canadian General Standards Board Canadian Standards Association Canadian Welding Bureau General Conditions Ministry of the Environment (Ontario) Ministry of Transportation (Ontario) Ministry of Transportation (Ontario) Manual of Uniform Traffic Control Devices, published by MTO Ontario Provincial Standard Ontario Provincial Standard Drawing Ontario Provincial Standard Specification Professional Engineers Ontario Society of Automotive Engineers Structural Steel Painting Council Underwriters laboratories Underwriters laboratories Canada "AASHTO" "ANSI" "ASTM" "AWG" "AWWA" "CESA" "CGSB" "CSA" "CWB" "GC" "MOE" "MTC" "MTO" "MUTCD" MOPS" "OPSD" "OPSS" "PEO" "SAE" "SSPC" "UL" "ULC" .. .. II. Il. Il. -- Gender and Singular References GC 1.03 *- .01 References to the masculine or singular throughout the Contract Documents shall be considered to include the feminine and the plural and vice versa as the context requires. ... Definitions GC 1.04 .01 For the purposes of this Contract the following definitions apply: Actual Measurement means the field measurement of that quantity within the approved limits of the Work. ... ... Peg. 1 OPS Gene,.. Conditions of Canna - SeptMlber 1999 ... Additional Work: means work not provided for in the Contract and not considered by the Contract Administrator to be essential to the satisfactory completion of the Contract within its intended scope. Base: means a layer of material of specified type and thickness placed immediately below the pavement, driving surface, finished grade, curb and gutter, or sidewalk. Certificate of Subcontract Completion: means the certificate issued by the Contract Administrator in accordance with clause GC 8.02.03.02, Certification of Subcontract Completion. Certificate of Substantial Perfonnance: means the certificate issued by the Contract Administrator at SubmantialPerfonnance. Change Directive: means any written instruction signed by the Owner, or by the Contract Administrator where so authorized, directing that a Change in the Work or Extra Work be perfonned. ..i...",. Change In the Work: means the deletion, extension, increase, decrease or alteration of lines, grades, dimensions, quantities, methods, drawings, substantial changes in geotechnical, subsurface, surface or other conditions, changes in the character of the Work to be done or materials of the Work or part thereof, within~e intended scope of the Contract. Change Order: means a written amendment to the Contract signed by the Contractor and the Owner, or the Contract Administrator where So authorized, covering contingencies, a Change in the Work, Extra Work, Additional Work and changed subsurface conditions, and establishing the basis for payment and the time allowed for the adjustment of the Contract Time. Completion Certificate: means the certificate issued by the Contract Administrator at completion. Constructor: means, for the purposes of, and within the meaning of the Occupational Health and Safety Act R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the Contract. Contract: means the undertaking by the Owner and the Contractor to perfonn their respective duties, responsibilities and obligations as prescribed in the Contract Documents. Contract Administrator: means the person, partnership or corporation designated by the Owner to be the Owner's representative for the purposes of the Contract. Contract Documents: mean the executed Agreement between the Owner and the Contractor, the Tender, the General Conditions of Contract, the Supplemental General Conditions of Contract, Standard Specifications, Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before the execution of the Agreement, such other documents as may be listed in the Agreement and subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any Subsurface Report and other reports and information provided by the Owner for the Work, and without limiting the generality thereof, may include soil profiles, foundation investigation reports, reinforcing steel schedules, aggregate sources lists, Quantity Sheets, cross-sections and standard drawings. Contract Time: means the time stipulated in the Contract Documents for Substantial Performance of the Work, including any extension of Contract Time made pursuant to the Contract Documents. Contractor: means the person, partnership or corporation undertaking the Work as identified in the Agreement Controlling Operation: means any component of the Work, which, if delayed, will delay the completion of the Work. Page 2 OPS General CondItIons d Contract . September 1999 j ,.J j .J J J J J j J J J J J J J J j J ( l.. I.. , I.. ... ... '- ... ~ ... ~ ~ I.. ... ... . I.. .... ... ~ L. b. Cost Plus: See "Time and Materiar. Cut-Off Date: means the date up to which payment will be made for work performed. Daily Work Records: mean daily Records detailing the number and categories of workers and hours worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and description and quantities of Material utilized. Day: means a calendar day. Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or Working Plans, or any reproductions of drawings or plans pertaining to the Work. Equipment: means all machinery and equipment used for preparing, fabricating, conveying or erecting the Work and normally referred to as construction machinery and. equipment Estimate: means a calculation of the quantity or'costoftheWork or -part of it'.cjepending on the context. Extra Work: means work not provided for in the Contract as awarded but considered by the Contract Administrator to be essential to the 'satisfactory completion of the Contract' within its intended scope, including unanticipated work required to comply with legislation and regulations which affect the Work. Final Acceptance Certificate: means the certificate issued by the Contract Administrator at Final Acceptance of the Work. Final Detailed Statement: means a complete evaluation prepared by the Contract Administrator showing the quantities, unit prices and final dollar amounts of all items of work completed under the Contract, including variations in tender items and Extra Work, all as set out in the same general form as the monthly estimates. Force Account: See "Tme and Materiar. Geotechnical Report: means a report or other information identifying soil, rock and ground water ., conditions' in the area of any proposed excavation or fill. Grade: means the required elevation of that part of the work. Hand Tools: means tools that are commonly called tools or implements of.the trade and include small power tools. Highway: means a common and public highway any part of which is intended for or used by the general public for the passage of vehicles and includes the area between the lateral property lines thereof. Lump Sum Item: means a tender item indicating a portion of the Work for which payment will be made at a single tendered price. Payment is not based on a measured quantity; although a quantity may be given in the Contract Documents. Major Item: means any tender Item that has a value, calculated on the basis of its actual or estimated tender quantity, whichever is the larger, multiplied by its tender unit price, which is equal or greater than the lesser of, a) $100,000, or b) 5% of the total tender value calculated on the basis of the total of all the estimated tender quantities and the tender unit prices. Material: means material, machinery, equipment and fixtures forming part of the Work. OPS General Conditlona 01 Contract . September 1999 Page 3 Owner: means the party to the Contrad for whom the Work is being perfonned, as identified in the Agreement, and indudes, with the same meaning and import, "Authority". Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic concrete, hydraulic cement concrete - PorUand cement concrete, or plant or road mixed mulch. Perfonnance Bond: means the type of security furnished to the Owner to guarantee completion of the Work in accordance with the Contrad and to the extent provided in the bond. Plan Quantity: means that quantity as computed from within the boundary lines of the Work as shown in the Contract Documents. Project: means the construdion of the Work as contemplated by this Contract. Quantity Sheet: means a list of the quantities of Work to be done. Rate.~ Interest: means the rate determined by the Minister of Finance of Ontario and issued by, and availal?le from, the Owner. ...J~..., Records: mean any books, payrolls, accounts or other information which relate to the Work or any Change in the Work or daims arising therefrom. Roadway: means that part of the Highway designed or intended for use by vehicular traffic and indudes the Shoulders. Shoulder: means that portion of the Roadway between the edge of the wearing surface and the top inside edge of the ditch or fill slope. SpeCial Provisions: mean special directions containing requirements pecUliar to the Work. Standard Specification: means a standard practice required and stipulated by the Owner. for performance of the Work. Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base. Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the Work by virtue of an agreement with the Contractor. .~ Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base, Subbase and Pavement ~i: . Subsurt8ce Report: means a report or other information identifying the location of utilities, concealed and adjacent structures and physical obstrudions which fall within the influence of the Work. Superintendent: means the Contrado(s authorized representative in responsible charge of the Work. Surety: means the person, partnership or corporation, other than the Contractor, licensed in Ontario to transad business under the Insurance Act, R.S.O. 1990, c.l.8, as amended, executing a bond provided by the Contrador. Tender:' means an offer in writing from the Contractor, submitted in the format prescribed by the Owner, to complete the Work. Time and Material: means costs calculated according to dause GC 8.02.04, Payment on a Time and Material Basis. Where "Cost Plus" and "Force Account" are used they shall have the same meaning. pege . OPS GenefaI CondItions d Contract . September 1999 J LJ J J J j .J .J .J j .J J J J J J J J J II. 'L. l. .. II. l.. Ii. I I.. 1 ... ~ ... ... .01 Ii. I.. L. .02 ... ... .. ... Utility: means an aboveground or underground facility maintained by a municipality, public utility authority or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil, steam, data transmission, telephone and cable television. Warranty Period: means the period of 12 months from the date of Substantial Performance or such longer period as may be specified for certain Materials or some or all of the Work. Where a date of Substantial Performance is not established, the Warranty Period shall commence on the date of Completion. Work: means the total construction and related services required by the Contract Documents. Working Area: means all the lands and easements owned or acquired by the Owner for the'construction of the Work. Working Day: means any Day, a) except Saturdays, Sundays and statutory holidays; , b) except a' Day as determined' by 'the Contract Administrator; 'on"Whiclrthe-Oontractor ,is 'prevented by " inclement weather or conditions resulting immediately therefrom;--from-proceecting -with. a-Controlling 'Operation. For the purposes of this definition, this will be a Day duringwhictr the Contractor cannot proceed with at least 60% of the normal labour and equipment force' effectively engaged on the Controlling Operation for at least 5 hours; c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as determined by the Contract Administrator by reason of, i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another contractor hired by the Owner, or an employee of anyone of them, or by anyone else acting on behalf of the Owner. ii. on-delivery of Owner-supplied materials, iii. any cause beyond the reasonable control of the Contractor which can be substantiated by the Contractor to the satisfaction of the Contract Administrator. Working Drawings: or Working Plans:' means any Drawings or Plans prepared by the Contractor for the execution of the Work and may, without limiting the generality thereof, include falsework plans, Roadway protection plans, shop drawings, shop plans or erection diagrams. GC 1.05 Su~ntialPerionnance The Work is substantially perfonned, a) when the Work to be performed under the Contract or a substantial part:thereof is ready for use or is being used for the purpose intended; and b) when the Work to be performed under the Contract is'capable-of-completionor, where there is a known defect, the cost of correction, is not more than i. 3% of the first $500,000 of the Contract price, ii 2% of the next $500,000 of the Contract price, and iii. 1 % of the balance of the Contrad price. For the purposes of this Contract. where the Work or a substantial part thereof is ready for use or is being used for the purposes intended and the remainder of' the Work cannot be completed expeditiously for reasons beyond the control of the Contractor or, where the Owner and the Contractor agree not to complete the Work expeditiously, the price of the services or materials remaining to be supplied and required to complete the Work shall be deducted from the Contract price in determining Substantial Performance. OPS o.n..I Condltionl of contract. Septembel1899 P.5 GC 1.06 Completion .01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last supplied to the Work when the price of completion, correction of a known defect or last supply is not more than the lesser of, a) 1% of the Contract price; or b) $1,000. GC 1.07 Final Acceptance .01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the t.::;s~ 0: ti-'i,~;CorlJa:;t ~:~:\.dn~!:ni';:'L-4:1_~i,,~,"S ,-../i,'r ':;;.~..::;:; 3L ... .,_:_~ 1.~; ,,'2J ~n'~ ......Ci,Ju'd~4Ui. i~aS fc,,",d.~t;J ati ifnperiecL work and has discharged all of the Contractor's obligations under the Contract. GC 1.08 Interpretation of Certain Words .01 _the words "acceptable", "approvar, "authorized", "considered necessary", "directed", "required", . :~"satisfactory", or words of like import, shall mean approval of, directed, required, considered - - necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the context clearly indicates otherwise. ,- Pege& OPS General CondItIons cf Contract - September 1999 .J ..J j J j .J .J J .J .J J J J .J .J J j J J ... .. .. I.. .. .... ... .. t .. , .... ... ... .. t ... L I ... .... .. ... SECTION GC 2.0 - CONTRACT DOCUMENTS GC 2.01 Reliance on Contract Documents .01 The Owner warrants that the information furnished in the Contract Documents can be relied upon with the following limitations or exceptions: a) The location of all mainline underground utilities which will affect the Work will be shown to a tolerance of: i. 1 rn horizontal and ii. 0.3 rn vertical b) The Owner does not warrant interpretations of data or opinions expressed in any Subsurface Report available for the perusal of the Contractor and excluded from the Contract Documents; and c) Other information specifically excluded from this warranty. GC 2.02 Order of Precedence .01 In the event of any inconsistency or conflict in the contents of the following documents, such documents shall take precedence and govern in the following order: a) AgreeQ1ent b) Addenda c) Special Provisions d) Contract Drawings e) Standard Specifications f) Tender g) Supplemental General Conditions h) General Conditions i) Working Drawings Later dates shall govern within each of the above categories of documents. .02 In the event of any conflict among or inconsistency in the information shown on Drawings. the following rules shall apply: a) Dimensions shown in figures on a -Drawing shall govern where they differ from dimensions scaled from the same drawing; b) Drawings of larger scale shall govern over those of smaller scale; c) Detailed Drawings shall govern over general Drawings; and d) Drawings of a later date shall govern over those of an earlier date in the same series. .03 In the event of any conflict in the contents of Standard Specifications the following order of precedence shall govern: a) Ontario Provincial Standard Specifications; then b) Other Standard Specifications, such as those produced by CSA. CGSS, ASTM and ANSI, and referenced in the Ontario Provincial Standard Specifications. .04 The Contract Documents are complementary, and what is required .by anyone shall be as binding as if required by all. . OPS General Condltlona cf Contract . s.ptember 1899 Page 7 SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT GC 3.01 Contract Administrator's Authority .01 The Contract Administrator will be the Owner's representative during construction and until the issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate whichever is later. All instructions to the Contractor including instructions from the Owner will be issued by the Contract Administrator. The Contract Administrator will have the authority to act on behalf of the Owner only to the extent provided in the Contract Documents. .02 All claims, disputes and other matters in question relating to the perfol'lTlance and th~ ou:-'itv f')f the W.;;,k JCi;i2 jnL,,-.p:c:.Jtion Gf r;;,;; Conuaci Documents srlail oe reiear:.-d (0 Ule ConuactAamimsuator. .03 The Contract Administrator will inspect the Work for its conformity with the plans and specifications, agd to record the necessary data to establish payment quantities under the schedule of tender quantities and unit prices or to make an assessment of the value of the work completed in the case of (~4ump sum price contract. .04 . The Contract Administrator will determine the amounts owing to the Contractor under the Contract and will issue certificates for payment in such amounts as provided for in Section GC 8.0, Measurement and Payment .05 The Contract Administrator will with reasonable promptness review and take appropriate action upon the Contractor's submissions such as shop drawings, product data, and samples in accordance with the Contract Documents. .06 The Contract Administrator will investigate all allegations of a change in the character of the Work made by the Contractor and issue appropriate instructions. .07 The Contract Administrator will prepare Change Directives and Change Orders. .08 Upon written application by the Contractor, the Contract Administrator and the Contractor will jointly conduct an inspection of the Work to establish the date of Substantial Performance of the Work . and/or the date of Completion of the Work. .09 The Contract Administrator will be, in the first instance, the interpreter of the Contract Documents and the judge of the performance thereunder by both parties to the Contract. Interpretations and decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents and in making these decisions the Contract Administrator will not show partiality to either party. .10 The Contract Administrator will have the authority to reject part of the Work or "Material which does not conform to the Contract Documents. .11 Defective work, whether the result of poor workmanship, use of defective material, or damage through carelessness or other act or omission of the Contractor and.whether incorporated in the Work or not, which has been rejected by the Contract Administrator as failing to conform to the Contract Documents shall be removed promptly from the Work by the Contractor and replaced or re-executed promptly in aCCOrdance with the Contract Documents at no additional cost to the Owner. .12 Any part of the Work destroyed or damaged by such removals, replacements or re-executions shall be made good, promptly, at no additional cost to the Owner. .13 If, in the opinion of the Contract Administrator, it is not expedient to correct defective work or work not performed in acc:orctance with the Contract Documents, the Owner may deduct from monies otherwise due to the Contractor the difference in value between the work as performed and that called for by the Contract Admin~tor. Page 8 OPS Generat COlldlliOl. of Connct. September 1899 _J j J J j J .J J .J J .J j j j j J J j j ~ ~ :.. l.. , , .. - ... ~, .. ... i ... .. t ... .14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any certificates or the making of any payment by the Owner, the failure of the Contract Administrator to reject any defective work or Material shall not constitute acceptance of defective work or Material. .15 The Contract Administrator will have the authority to temporarily suspend the Work for such reasonable time as may be necessary to facilitate the checking of any portion of the Contractor's construction layout or the inspection of any portion of the Work. There shall not be any extra compensation for the suspension of work. GC 3.02 Working Drawings The Contractor shall arrange for the preparation of dearty identified and dated Working Drawings as called for by the Contract Documents. The Contractor shall submit Working Drawings to the Contract Administrator with reasonable promptness and in orderty sequence so as to not cause delay in the Work. ',If either the Contractor or the Contract Administrator so requests they. shall joinOy prepare a schedule fixing the dates for submission and retum of Working Drawings. Working Drawings shall be submitted in printed form. At the time of submission the Contractor shall notify the Contract Administrator in writing of any deviations from the Contract requirements that exist in the Working Drawings. .03 The Contract Administrator will review and return Working Drawings in accordance With an agreed upon schedule, or otherwise, with reasonable promptness so as not to cause delay. .04 The Contract Administrator's review will be to check for conformity to the' design 'concept and for general arrangement only and such review shall not relieve the Contractor of responsibility for errors or omissions in the Working Drawings or of responsibility for meeting all requirements of the Contract Documents unless a deviation on the Working Drawings has been approved in writing by the Contract Administrator, .05 The Contractor shall make any changes in Working. Drawings which the Contract-Administrator may require consistent with the Contract Documents and resubmit unless otherwise directed by the Contract Administrator. When resubmitting, the Contractor shaD notify the Contract Administrator in writing of any revisions other than those requested by the Contract Administrator. .06 Work related to the Working Drawings shall not proceed until the Working Drawings have been signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission to construct granted." .07 The Contractor shall keep one set of the revieWed Working Drawings; marked as above, at the site at all times. GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment .. .01 The Contractor shall, when requested in writing, make alterations 'In the method, Equipment or work force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or damaging to either the Work or existing facilities or the environment The Contractor shall, when requested in writing, alter the sequence of Its operations on the Contract so as to avoid interference with work being performed by others. Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and protection are maintained throughout the Work. .. .02 ... .03 .. ... OPS GenerIl CondItionS cf Contract . September 1999 Page 9 GC 3.04 Emergency Situations .01 The Contract Administrator has the right to determine the existence of an emergency situation, and when such an emergency situation is deemed to exist, the Contract Administrator may instruct the Contractor to take action to remedy the situation. If the Contractor does not take timely action, or if the Contractor is not available, the Contract Administrator may direct others to remedy the situation. .02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner will pay for the remedial work. GC 3.D5 Wjcut .01 The Contract Administrator will provide baseline and benchmark information for the general location, . .~lignment and elevation of the Work. The Owner will be responsible only for the correctness of the ,/ijformation provided by the Contract Administrator. 'jq . GC 3.06 Working Area ..-." .01 The COntractor's sheds, site offices, toilets, other temporary structures and storage areas for material and equipment shall be grouped in a compact manner and maintained in a neat and orderly condition atall times. .02 The Contractor shall confine his construction operations to the Working Area. Should the Contractor require more space than that shown on the Contract Drawings, the Contractor shall obtain such space at no additional cost to the Owner. .03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the Contractor has received prior written permission from the property owner. GC 3.07 Extension of Contract Time .01 An application for an extension of Contract Time shall be made in writing by the Contractor to the Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days prior to the expiration of the Contract Time. The application for an extension of Contract Time shall enumerate the reasons, and state the length of extension required. .02 .Circumstances suitable for consideration of an extension of Contract Time include the following: a) Delays; See subsection GC 3.08. b) Changes In the Work; See clause GC 3.11.01. c), Extra Work; See clause GC 3.11.02. d) Additional Work; See clause GC 3.11.03. .03 The Contract Administrator will, in considering an application for an extension to the Contract Time, take into account whether the delays, Changes in the Work, Extra Work or Additional Work involve a Controlling Operation. .04 The Contract Time shall be extended for such additional time as may be recommended by the Contract Administrator and deemed fair and reasonable by the Owner. .05 The terms and conditions of the Contract shall continue for such extension of Contract Time. P.ge 10 OPS Gener.J Conditions 01 Connct. September 1899 O,j -.j J j j j j j j , .J J J J J J j .J j J .. .~ Ii. ~ .. .. ... , .. '- .. ~ .. ... .. .. j' I ... .. .. ... ... GC 3.08 Delays .01 If the Contractor is delayed in the perfonnance of the Work by, a) war, blockades, and civil commotions, errors in the Contract Documents; an act or omission of the Owner or Contract Administrator, or anyone employed or engaged by them directly or indirectly, contrary to the provisions of the Contract Documents; b) a stop work order issued by a court or public authority, provided that such order was not issued as the result of an act or omission of the Contractor or anyone employed or engaged by the Contractor directly or indirectly; . c) the Contract Administrator giving notice under subsection GC7.09, Suspension of Work; d) abnonnal inclement weather; or e) . archaeological finds in accordance with subsection GC 3.16, Archaeological Finds, then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay, provided that in the case of an application for an extension of Contract Time due to abnonnal inclement weather; 'the' 'Contractor'shall; with-the Contractor's application, submit evidence from Environment Canada in'.support of sUchappflC8tion.,.Extension' of Contract Time will be granted in accordance with subsection GC3;07, Extension of , Contract Time. .02 If the Work is delayed by labour disputes, strikes or Iock-outs - including Iock-outs decreed or recommended to its members by a recognized contraclo(s association, of which the Contractor is a member or to 'which the Contractor is otherwise bound - which are beyond the Contractor's control, then the Contract Time shall 'be' extei1ded- in' accordance with' subsection GC' 3.07; Extension of Contract Time. In no case shall the extension of Contract Time be less than the time lost as the result of the event causing the delay, unless a shorter extension is agreed to by the Contractor; The Contractor shall not be entitled to payment for costs incurred as the result of such delays unless such ' delays are the result of actions by the Owner. GC 3.09 Assignment of Contract .01 The Contractor shall not assign the Contract, either in whole or in part, without the written consent of the Owner. GC 3.10 Subcontracting by the Contractor .01 The Contractor may subcontract any part of the Work, subject to these General Conditions and any limitations specified in the Contract Documents. .02 The Contractor shall notify the Contract Administrator, in writing;'of'the'intentionto subcontract. Such notification shall identify the part of the Work, and the Subcontractor with whom it is intended. .03 The Contract Administrator Will, within 10 Days of receipt of such notification.. accept or reject the intended Subcontractor. The rejection will be 'in writing -and will include the reasons for the rejection. .04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has been engaged in accordance with subsection GC 3.10 Subcontracting by the Contractor. .05 The Contractor shall preserve alid protect the rights of the parties under 'the Contract with respect to that part of the Work to be performed under subcontract and shall, a) enter into agreements with the intended Subcontractors to require them to perform their work in accordance with the Contract Documents; and b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors and of persons directly or indirectly employed by them as for acts and omissions of persons directly employed by the Contractor. OPS Genfnl Conditions of Contract - September 1899 hge 11 .06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the Contractor from any obligation under the Contract and shall not impose any liability upon the Owner. Nothing contained in the Contract Documents shall aeate a contractual relationship between a Subcontractor and the Owner. GC 3.11 GC 3.11.01 Changes Changes In the Work .01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a Change in the Work without invaHd<:lting the Contrnct. T~", Cnn.trnctQf ~"~l! "'0t ~e. ",:,';'''-~ ~('; proce",,\:.! ~./it!'l Ci Cilange jn tne 'wV'OIK unlJl i/1 receipt ot a Change DirectNe. upon the receipt of such Change Directive the Contractor shall proceed with the Change in the Work. .02 . TOe Contractor may apply for an extension of Contract Time according to the terms of subsection GC 3:'07, Extension of Contract Tme. .03 If~the Changes in the Wor1< relate solely to quantities, payment for that part of the Wori< will be made -according to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If the Changes in the Wor1< do not solely relate to quantities, payment may be negotiated pursuant to subsection GC 3.14, Claims, Negotiations, Mediation or payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis. GC 3.11.02 Extra Work .01 The Owner, or Contract Administrator where so authorized, may Instruct the Contractor to perform Extra Wori< without invalidating the Contract. The Contractor shall not be required to proceed with the Extra Wori< until in receipt of a Change Directive. Upon receipt of such Change Directive the Contractor shall proceed with the Extra Wor1<. .02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC 3.07, Extension of Contract Time. .03 Payment for the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims, Negotiations, Mediation, or payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis. GC 3.1.1 .03 Additional Work .01 The Owner, or Contract Administrator where so authorized, may request the Contractor to perform Additional Wori< without invalidating the Contract. If the Contractor agrees to perform Additional Wori<, the Contractor shall proceed with such Additional Wori< upon receipt of a Change Order. .02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC 3.07, Extension of Contract Time. .03 Payment for the Additional Wori< may be negotiated pursuant to subsection GC 3.14, Claims, Negotiations, Mediation, or payment may be made according to the conditions contained In clause GC 8.02.04, Payment on a Tme and Material Basis. GC3.12 Notices .01 Any notice permitted or required to be given to the Contract Administrator or the Superintendent in respect of the Work shall be deemed to have been given to and received by the addressee on the date of delivery if delivered by hand or by facsimile transmission and on the fifth Day after the date of mailing if sent by mail. Pege12 OPS General CondltIona of Contract - September 1899 J ,J .J ,J .J J ~ j j J J j ] JI J J J J J l. ). .. ... ... L. .. ... ... ... II .. " .. .01 , ... .02 II. .03 ... .02 The Contractor and the Owner shall provide each other with the mailing addresses, telephone numbers and facsimile terminal numbers for the Contract Administrator and the Superintendent at the commencement of the Work. .03 In the event of an emergency situation or other urgent matter the Contract Administrator or the Superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2 Days. '.04 Any notice permitted or required to be given to the Owner or the Contractor shall be given in accordance with the notice provision of the Contract. GC 3.13 Use and Occupancy of the Work Prior to Substantial Perfonnance .01 Where it is not contemplated elsewhere in'the Contract Documentsi the Owner may use or occupy the Work or any part thereof prior to Substantial Performance; provided.that at least 30 Days' written notice has been given to the Contractor. .02 The use or occupancy of the Work or any part thereof by the Owner priorto'Substantial Performance shall not constitute an acceptance of the Work or parts so occupied. In 'addition, the use or occupancy of the Work shaD not relieve the Contractor or the Contractor's Surety from any liability that has arisen, 'or may arise, from the performance 'of the Work ',in ,accordance' with' the' Contract Documents. The Owner will be responsible for any damage that occurs because of the Owner's use or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the Owner's right to charge the' Contractor liquidated damages in accordance with the terms of the Contract. GC 3.14 Claims, Negotiations, Mediation GC 3.14.01 Continuance of the Work .01 Unless the Contract has been terminated or completed, the Contractor shall in every case, after serving or receiving any notification'of a claim or dispute; 'verbal or written, continue to proceed with the Work with due diligence and expedition. Ilis understood by the parties that such ,action will not jeopardize any claim it may have. . GC 3.14.02 Record Keeping Immediately upon commencing work which may result in a claim, the Contractor shall keep Daily Work Records during the course of the Work,. sufficient to substantiate the Contractor's claim, and the Contract Administrator will keep Daily WOrf(,Recordsto'be used in'assessing'1he Contractor's claim, all in accordance with clause GC 8.02.07, Records. The Contractor and the Contract Administrator shall reconcile their respective Daily Work Records on a daily basis, to simplify review of the claim, when submitted. The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily Work Records with those of the Contractor shall not be construed to be acceptance of the claim. GC 3.14.03 Claims Procedure .01 The Contractor shall give verbal notice of any situation which may lead to a claim for additional .. payment immediately upon becoming aware of the situation. .02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within 7 ~ Days of the commencement of any part of the Work which may be affected by the situation. - a... OPS GeneIIII Condlllons of Contrac:t - September 1889 Page 13 .03 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no later than 30 Days after completion of the work affected by the situation. The detailed claim shall: a) identify the item or items in respect of which the claim arises; b) state the grounds, contractual or otherwise, upon which the claim is made; and c) include the Records maintained by the Contractor supporting such claim. In exceptional cases the 30 Days may be increased to a maximum of 90 Days with approval in writing from the Contract Administrator. .04 Within 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may request the Contractor to submit any further and other particulars as the Contract Administrator considers necessary to assess the claim. The Contra.ctcr sh~11 suf:\,.,.,it the r~'1,!",~t",1 ;r>f"""""~.;r:'"1 within j0 lJays ot receipt ot Sucll fequesL .05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor, in writing, of the Contract Administrator's opinion with regard to the validity of the claim. i1tt, GC3~14.04 Negotiations '~':~1C' .01 "The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without prejudice, open and timely disclosure of relevant facts, infonnation, and documents to facilitate these negotiations. .02 Should the Contractor disagree with the opinion given in paragraph GC 3.14.03.05, with respect to any part of the claim, the Contract Administrator shall enter into negotiations with the Contractor to resolve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04, Payment on a rime and Material Basis, the parties shall proceed in accordance with clause GC 3.14.05, Mediation, or subsection GC 3.15, Engineering Arbitration. GC 3.14.05 Mediation .01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04, Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.14.03.05, and the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the services of an independent third party mediator. .02 The mediator shall be mutually agreed upon by the Owner and Contractor. .03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall '::~ with the parties together and separately, as necessary, to review all aspects of the issue. In a final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration the mediator shall provide, without prejudice, a non-binding recommendation for settlement .04 The review by the mediator shall be completed within 90 Days following the opinion given in paragraph GC 3.14.03.05. .05 Each party is responsible for its own costs related to the use of the third party mediator process. The cost of the third party mediator shall be equally shared by the Owner and Contractor. GC 3.14.06 Payment .01 Payment of the claim will be made no later than 30 Days after the date of resolution of the claim or dispute. Such payment will be made according to the tenns of Section GC 8.0, Measurement and Payment P8ge14 OPS General CondItIons d Connct. September 1899 J .J J J J J j j .J J f ... J j J J .J J J j ... .. .. ... ... .01 .. b .02 ! .. .03 .. .04 ... ~ '- .. , iI. .01 .. .02 ... .03 \II .04 .. .05 \ i .. II. GC 3.14.07 Rights of Both Parties .01 It is agreed that no action taken under this subsection GC 3.14, Claims, Negotiations, Mediation, by either party shall be construed as a renunciation or waiver of any of the rights or recourse available to the parties, provided that the requirements set out in this subsection are fulfilled. GC 3.15 Engineering Arbitration Conditions for Engineering Arbitration GC 3.15.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04, Negotiations, or the mediation stage noted in clause GC 3.14.05, Mediation, either party may invoke the provisions 'of subsection GC 3.15, Engineering Arbitration, by giving written notice to the other party. Notification that arbitration shall be implemented to resolve the issue shall be 'communicated in writing as soon as possible and no later than"60'Oays"following"the'-opinion"given in paragraph .GC 3.14.03;05. Where the use of a third party mediator was implemented: notification shall be within 120 Days of the opinion given in paragraph GC 3.14.03.05. The parties shall be bound by the.decision of the arbitrator. The rules and procedures of the Arbitration Act, 1991, S.D. 1991, c.17, as amended, shall apply to ,any arbitration conducted hereunder except to the extent that they are modified by the express provisions of this subsection GC 3.15, Engineering Arbitration. GC 3.15.02 Arbitration Procedure .01 The following provisions are to be included in the agreement to arbitrate and are subject only to such right of . appeal , as exist where the arbitrator has exceeded 'his or' her jurisdiction or have otherwise disqualified him or herself: a) All existing actions in respect of the matters under arbitration will 'be stayed pending arbitration; b) All outstanding claims and matters to be settled are to be set out in a schedule to the agreement Only such claims and matters as are in the schedule will be arbitrated; and c) Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispute are set out in the schedule. GC 3.15.03 Appointment of Arbitrator The arbitrator shall be mutually agreed uponby'the Owner and Contractor:to'adjudicate the dispute. Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification of arbitration noted in paragraph GC 3.15.01.02, the Owner and the Contractor shall each choose an appointee within 37 Days of the notice of arbitration. The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute of Ontario Inc. which will select an arbitrator to adjudicate the dispute within 7 Days of being requested to do so. The arbitrator shall not be interested financially in the Contract nor in either party's business and shall not be employed by either party. The arbitrator may appoint independent experts and any other persons to assist him or her. OPS General Conditions of Contract . September 1999 P8ge15 .06 The arbitrator is not bound by the rules of evidence which govern the trial of cases in court but may hear and consider any evidence which the arbitrator considers relevant .07 The hearing will commence within 90 Days of the appointment of the arbitrator. GC 3.15.04 Costs .01 The arbitrator's fee shall be equally shared by the Owner and the Contractor. .02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be shared equaUy by the Owner and the Contractor. .03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate facilities shall be shared equally by the Owner and the Contractor. 't' .,,:- .04 . The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration. GC 3.15.05 The Decision .01 The reasoned decision will be made in writing within 90 Days of the conclusion of the hearing. An extension of time to make a decision may be granted with consent of both parties. Payment shall be made in accordance with clause GC 3.14.06, Payment GC 3.16 Archaeological Finds .01 If the Contractor's operations expose any items which may indicate an archaeological find, such as building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall immediately notify the Contract Administrator and suspend operations within the area identified by the Contract Administrator. Notification may be verbal provided that such notice is confirmed in writing within 2 Days. Work shall remain suspended within that area until otherwise directed by the Contract Administrator in writing, in accordance with subsection GC 7.09, Suspension of Work. .02 Any delay in the completion of the Contract that is caused by such a suspension of Work will be considered to be beyond the Contractor's control in accordance with paragraph GC 3.08.01. - .03 Any work directed or authorized in connection with an archaeological find will be considered as Extra .: Work in accordance with clause GC 3.11.02, Extra Work. ',-- ....}:.~;'.: ., .,,;:.....4 Pege16 OPS General Conditions of Contr8d. September 1999 J . .J J j J J J j .J j j J .J .J J J j j j ~ ... .. .01 .. , .02 .... ... lilt .. ~ ... ... ... ... \. L ~ ... , ~ I ... .. ... SECTION GC 4.0 - OWNER'S RESPONSIBILmES AND RIGHTS GC 4.01 Working Area The Owner will acquire all property rights which are deemed necessary by the Owner for the construction of the Work, including temporary working easements. and will indicate the full extent of the Working Area on the Contract Drawings. The Geotechnical Report and-Subsurface Report-which will be provided by the Owner as part of the tender documents shall form part of the Contract Drawings. GC 4.02 Approvals and Penn its .01 The Owner will pay for all plumbing and building permits. .02 The Owner will obtain and pay for all permits, licenses and ,certificates:.soJeIy.required for Project approval. . GC 4.03 Management and Disposition of Materials .01 . The Owner will identify in the Contract Documents the materials to be moved within or removed from the Working Area, and any characteristics' of those materials - which will necessitate special materials management and disposition. . .02 In accordancewitlUegulations under the Occupational Health and. Safety Act; RS.O. 1990, c.O.1, as amended, the Owner advises that a) the designated substances silica, lead and arsenic are generally present throughout the Working Area occurring naturally or as a result of vehicle emissions; b) the designated substance asbestos is present in asbestos conduits for utilities; c)' the' following hazardous' materials are ,ordinarily present in construction, activities:' limestone, gypsum, marble, mica and Portland cement; and d) exposure 'to these substances may occur as 'a result of activities by the Contractor such as sweeping. grinding. crushing, drilling, blasting; cutting and abrasive blasting. .03 The Owner will identify in the Contract Documents any designated substances or hazardous materials other than those identified above and their location in the Working Area. .04 If the Owner or Contractor discovers or is advised ,of .the' presence, of designated substances or hazardous- materials which are in addition to those listed in paragraph- GC, 4.03.02, or not clearly identified in the 'Contract' Documents according.,to.paragraph:GC~4;03:03;!.then:verbal notice will be provided to the other party immediately with written confirmation within 2 Days. The Contractor will stop work in the area 'immediately and will determine the necessary steps required to complete the work in accordance with applicable legislation and regulation. .05 The Owner will be responsible for any reasonable' additional COSts of removing, managing and disposing of any material 'not- identified in the Contract Documents, or where conditions exist that could not have been reasonably foreseen at the time of tendering. All work under this paragraph shall be deemed to be Extra Work. .06 Prior to commencement of the Work, the Owner will provide to the Contractor a list of those products controlled under the Workplace Hazardous Materials Information System or WHMIS, which the Owner will supply or use on the Contract, together with copies of the Materials Safety Data Sheets for these products. All containers used in the application of products controlled under WHMIS shall be labelled. The OWner will notify the Contractor in writing of changes to the 1st and provide relevant Material Safety Data Sheets. OPS Gene,. Condltlona of Contract . September 1899 pege 17 GC 4.04 Construction Affecting Railway Property .01 The Owner will pay the costs of all flagging and other traffic control measures required and provided by the railway company unless such costs are solely a function of the Contractor's chosen method of completing the Work. GC 4.05 Default by the Contractor .01 The Contractor shall be in default of the Contract if, a) the Contractor fails to commence the Work or execute the Work property or otherwise fails to comply with the requirements of the Contract to a suhetal1tial der:'ree: 'x b) if t[,e vvntractor IS adjudged Dankrupt or maKes a general assignment tor the oenefit of creditors because of insolvency or if a receiver is appointed because of insolvency. . GC 4.06 Notification of Default , :; ~ ,-:t.'''; ~ .. -..:..~.'.... .01 .r-The Owner will give written notice of a default to the Contractor as soon as the Owner becomes aware of the alleged default but failure to give such notice in a timely way shall not constitute condonation of the default The notice will include instructions to correct the default within 5 Working Days. GC 4.07 Contractor's Right to Correct a Default .01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of default to correct the default and provide the Owner with satisfactory proof that appropriate corrective measures have been taken. .02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of the notice, the Contractor shall not be in default if the Contractor, a) commences the correction of the default within the 5 full Working Days following receipt of the notice; b) provides the Owner with an acceptable schedule for the progress of such correction; and c) completes the correction in accordance with such schedule. GC 4.oa Owner's RIght to Correct Default .01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07, . ,:~r's Right to Correct a Default, or subsequenUy agreed upon, the Owner, without prejudice to ,aEY other right or remedy the Owner may have, may correct such default and deduct the cost thereof, as certified by the Contract Administrator, from any payment then or thereafter due to the Contractor. GC 4.09 Tennlnation of Contractor's Right to Continue the Work .01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07, Contractor's Right to Correct a Default, or subsequenUy agreed upon, the Owner, without prejudice to any other right or remedy the Owner may have, may terminate the Contractor's right to continue the Work in whole or in part by giving written notice to the Contractor. .02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the Owner wUI be entitled to, a) take possession of the Working Area or that portion of the Working Area devoted to that part of the Work terminated; b) utilize the Equipment of the Contractor and any Material within the Working Area which is intended to be Incorporated Into the Work, the whole subject to the right of third parties; c) withhold further payments to the Contractor with respect to the Work or the portion of the Work withdrawn from the Contractor until the Work or portion thereof withdrawn is completed; Page 18 OPS General CondIUona cf Contract - September 1999 J .J .J .J J J j J J J J J j J . .J j J J J ... .. ... d) charge the Contractor the additional cost over the Contract price of completing the Work or portion thereof withdrawn from the Contrador. as certified by the Contrad Administrator and any additional compensation paid to the Contract Administrator for such additional service arising from the correction of the default; e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to cover correction to the Work perfonned by the Contrador that may be required under subsection GC 7.15. Warranty; f) charge the Contractor for any damages the Owner may have sustained as a result of the default; and g) charge the Contractor the amount by which the cost of corrections to the Work under subsection GC 7.15. Warranty, exceeds the allowance provided for such corrections. i. .. ... GC 4.10 Final Payment to Contractor , ... .01 If the Owner's cost tocorred and complete the Work in, whole or in part is less than the amount withheld from the Contractor under subsection'GC4.09,' Termination.oLContractor's Right to Continue the Wo~ the Owner will pay the' balance to the Contractor as soon ~as the final accounting for the Contract is complete. .. GC 4.11 Tennlnation of the Contract .... .01 Where the Contractor is in default of the Contract the Owner may, without prejudice to any other right or remedy the Owner may have, terminate the Contract by giving written notice of termination to the Contractor, the Surety and any wstee'or receiver acting on behalf of-the Contractor's estate or creditors. .. .02 If the Owner elects to terminate the Contract the Owner will provide the Contractor and the trustee or receiver with a complete accounting to the date of termination. ... GC 4.12 Continuation of Contractor's Obligations .01 The Contractor's obligation under the Contract as to quality; correction and warranty of the Work perfonned prior to the time of termination of the Contract or termination of the Contractor's right to ... continue with the Work in whole or in part shall continue to be in force after such termination. GC 4.13 Use of Perfonnance Bond ~, .. .01 If the Contractor is in default of the Contrad and the Contractor has provided a Performance Bond, the provisions of this Section shall be exercised'in accordance with the conditions of the Performance Bond. " ... .. t ... i.. .. OPS Gene,., Condlllonl of Contract - Sept8mber 1899 P8ge 18 .. SECTION GC 5.0 - MATERIAL GC 5.01 Supply of Material .01 All Material necessary for the proper completion of the Work, except that listed as being supplied by the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items shall be deemed to include full compensation for the supply of such Material. GC 5.02 Quality of Material .01 All Material supplied by the Contractor shall be flew or tm~es'5 ott1~l"~fi:;e L0'.:...,' :;;;ilts. . ",," 1.', .02 Material supplied by the Contractor shall conform to the requirements of the Contract. .03 i\s specified or as requested by the Contract Administrator, the Contractor shall make available for .;~spection or testing a sample of any Material to be supplied by the Contractor. .04 .The Contractor shall obtain for the Contract Administrator the right to enter upon the premises of the Material manufacturer or supplier to carry out such inspection, sampling and testing as specified or a requested by the Contract Administrator. .05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance . of the Material shipping dates to enable the Contract Administrator to perform the required inspection, . . sampling and testing. .06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract Administrator to carry out the required inspection, sampling and testing before the scheduled shipping date. .07 The Contractor shall not change the source of supply of any Material without the written authorization of the Contract Administrator. .08 Material which is not specified shall be of a quality best suited to the purpose required and the use of such Material shall be subject to the approval of the Contract Administrator. GC 5.Q3 :)!.~ Rejected Material ~,. .01 R~Jected Material shall be removed from the Working Area expeditiously after the notification to that effect from the Contract Administrator. Where the Contractor fails to comply with such notice the Contract Administrator may cause the rejected Material to be removed from the Working Area and disposed of in what the Contract Administrator considers to be the most appropriate manner and the Contractor shall pay the costs of disposal and the appropriate overhead charges. GC 5.04 Substitutions .01 Where the specifications require the Contractor to supply a Material designated by a trade or other name, the Tender shall be based only upon supply of the Material so designated, which shall be regarded as the standard of quality required by the specification. After the acceptance of the Tender, the Contractor may apply to the Contract Administrator to substitute another Material identified by a different trade or other name for the Material designated as aforesaid. The application shall be in writing and shall state the price for the proposed substitute Material designated as aforesaid, and such other Information as the Contract Administrator may require. Page 20 OPS General CondItIons d Contract - September 1999 , ".J ." .J ~ J J J J J J J J J J J J .J J J J ... .. MIl '- ... '- r .. ... i. .01 ... .02 .. .. .. -. ... .04 ... .05 ... .. .. .02 Rulings on a proposed substitution will not be made prior to the acceptance of the Tender. Substitutions shall not be made without the prior approval of the Contract Administrator. The approval or rejection of a proposed substitution will be made at the discretion of the Contract Administrator. .03 If the proposed substitution is approved by the Contract Administrator, the Contractor shall be entitled to the first $1000 of the aggregate saving in cost by reason of such substitution and to 50% of any additional saving in cost in excess of such $1000. Each such approval shall be conveyed to the . ' Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of . "Certification of Equality" and if any adjustment to the Contract price - is made by reason of such substitution a Change Order shall be issued as well. GC 5.05 Owner Supplied Material Ordering of Excess Material GC 5.05.01 .01 Where Material is supplied by the Owner and where this Material is " ordered 'by the Contractor in excess of the amount specified to complete the Work;.:such.:excess..Material shall become the property of the Contractor on completion of the Work and shall be charged to the Contractor at cost plus applicable overheads. GC 5.05.02 Care of Material The Contractor shall, in advance of receipt of shipments of Material supplied by the. Owner, provide adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of such Material shall promptly place it in storage except where it is to be incorporated forthwith into the Work. The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the specified delivery point and for its safe handling and storage. If such Material is damaged while under-the control of the Contractor it shall be replaced or repaired by the Contractor at no expense to the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the Contract Administrator for reasons which are not the fault of the' Contractor it shall remain in the care and at the risk of the Contractor until its disposition has been determined by the Contract Administrator. .03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where there are discrepancies between the quantities received'and-the:quantitiesshown on the bills of lading, the Contractor shall immediately . report such damage or discrepancies to the Contract Administrator who shall arrange for an' immediate inspection . of. the'.:shipment and provide the Contractor with a written release from responsibility for such damage or-deficiencies. Where damage or deficiencies are not so reported it will be assumed that the shipment arrived in good order and any damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to the Owner. The full amount of Material supplied by the Owner in each shipment shall be accounted for by the Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material shall not, except with the written permission of the Contract Administrator, be used by the Contractorfor purposes other than the performance of the Work under the Contract. Empty reels, crates, containers and other type of packaging from Material supplied by the Owner shall become the property of the Contractor when they are no longer required for their original purpose and shall be disposed of by the Contractor unless otherwise specified in the Contract Documents. OPS General Condltlona cI ContJ1Ict - Sept8mber 1899 P.21 .06 The Contractor shall provide the Contract Administrator, immediately upon receipt of each shipment, copies of bills of lading, or such other documentation the Contract Administrator may require to substantiate and reconcile the quantities of Material received. .07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract, the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations, check the Material, report any damage or deficiencies to the Contract Administrator and take charge of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the Contractor it shall be assumed that the stockpile was in good order when the Contractor took charge of it and any damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to the Owner. .....-~;- .j.... -;"4.. :-.,;!: - .:,;..,. '~" P8g822 OPS General Condltionad Contract - September 1999 .J .J 'j J J J j J J .J J .J J J j J j J J .. ~ ... SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work, Persons and Property .01 The Contractor, the Contractor's agents and all workers employed by or under the control of the Contractor, including Subcontractors, shall protect the Work, persons and property from damage or injury, and shall be responsible for all losses and damage which may arise as the result of the Contractor's operations under the Contract unless indicated to the contrary below. '- .02' The Contractor is responsible for the full cost of any necessary temporary provisions and the restoration of all damage where the Contractor damages the Work or property in the performance of the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property the Contractor shall restore such damage, and such work shall be administered according to these General Conditions. .. ... .. ... .. .. ... .03 ... .04 i. ... The Contractor shall immediately inform the" Contract Administrator of all-damage and injuries which occur during the term of the Contract. The Contractor shall not be responsible for loss and damage that occurs as a result of, a) war; b) blockades and civil commotions; c) errors in the Contract Documents; or d) acts or omissions of the Owner, the Contract Administrator, their agents and employ~, or others not under the control of the Contractor, but within the Working Area with the Owner's permission. The Contractor and his Surety or Sureties shall not be released from any term or provision of any responsibility, obligation or liability under the Contract or waive or impair any of the rights of the Owner except by a release duly executed by the Owner. GC 6.02 Indemnification .01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their agents, officers and employees from and against all claims, demands, losses, expenses, costs, damages, actions, suits or proceedings by third parties, hereinafter called .cIaims., directly or indirectly arising or alleged to arise out of the performance of or the failure to perform the Work, provided such claims are, a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible property; b) caused by negligent acts or omissions of the- Contractor or anyone.forwhose acts the Contractor may be liable; and c) made in writing within a period of 6 years from the date of Substantiat'Performance of the Work as set out in' the Certificate of Substantial Performance of the Work or, where so specified in the Contract from the date of certification of Final Acceptance. .02 The Contractor shall indemnify and hold harmless the Owner from all and every claim for damages, royalties or fees for the infringement of any patented invention or copyright occasioned by the Contractor in connection with the Work performed or Material furnished by the Contractor under the Contract. The Owner expressly waives the right to indemnity for claims other than those stated above in paragraphs GC 6.02.01 and GC 6.02.02. The Owner shall indemnify and hold harmless the Contractor, his agents, officers and employees from and against all claims, demands, losses, expenses, Costs, damages, actions, suits. or proceedings arising out of the Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Working Area. OPS Genet'al Conditions fA Contract - September 1999 pege 23 .05 The Contractor expressly waives the right to indemnity for claims other than those stated above in paragraph GC 6.02.04. GC 6.03 GC 6.03.01 Contractor's Insurance General .01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide, maintain and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03. Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so specified in the Contract Documents. GC 6.03.02 General Liability Insurance .01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract , Aaministrator named as additional insureds, with limits of not less than 5 million dollars inclusive per ~rrence for bodily injury, death, and damage to property including loss o(use thereof, with a ,p,tPperty damage deductible of not more than $5000. The form of this insurance shall be the 19surance Bureau of Canada Form IBC 2100, dated 8-87. ' .02 'Another form of insurance equal to or better than that required in IBC Form 2100 may be used, provided all the requirements listed in the Contract are included. Approval of this insurance will be conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required insurance. .03 The insurance shall be maintained continuously from the commencement of the Work until 12 months following the date of Substantial Performance of the Work, as set out in the Certificate of Substantial Performance of the Work, or until the Final Acceptance Certificate is issued, whichever is later, and with respect to completed operations coverage for a period of not less than 24 months from the date of Final Acceptance of the Work as set out in the Final Acceptance Certificate, and thereafter to be maintained for a further period of 4 years. .04 J The Contractor shall submit annually to the Owner, proof of continuation of the completed operations coverage and if the Contractor fails to do so, the limitation period for claiming indemnity described in paragraph GC 6.02.01 c), will not be binding on the Owner. .05 5.hould the Contractor decide not to employ Subcontractors for operations requiring the use of ~Iosives for blasting, or pile driving or caisson work, or removal or weakening of support of property ~~,ing or land,lBC Form 2100 as required shall include the appropriate endorsements. 'tIt,.,( .06 The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage. .07 "Claims Made" insurance policies will ~ot be permitted. GC 6.03.03 Automobile Liability Insurance .01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than 5 million dollars,inclusive per occurrence for bodily injury, death and damage to property, in the following forms endorsed to provide the Owner with not less than 30 Days' written notice in advance of any cancellation, change or amendment restricting coverage: a) standard non-owned automobile policy including standard contractual liability endorsement. and b) standard owner's form automobile policy providing third party liability and accident benefits Insurance and covering licensed vehicles owned or operated by the Contractor. Page 2<4 OPS General Condlllonaof Contract . September 1999 ~. J -' .J .J J J J j J J J j j J j J J J J J ... ... .. ... ... , ... .. ... .. .. .. I; .. III '- .. ~ .. 'f .. III GC 6.03.04 Aircraft and Watercraft liability Insurance .01 Aircraft and watercraft liability insurance with respect to owned or norH>Wned aircraft and watercraft if used directly or indirectly in the perfonnance of the Work, including use of additional premises, shall be subject to limits of not less than 5 million dollars inclusive per occurrence for bodily injury, death, and damage to property including loss of use thereof, and limits of not less than 5 million dollars for aircraft passenger hazard. . Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage. GC 6.03.05 Property and Boller Insurance Property Insurance GC 6.03.05.01 .01 . All risks property insurance shall be in the name of the Contractor... with .the~Owner and the Contract Administrator named as additional insureds, insuring not.lessthanthe'.sum..of the .amount of the Contract price and the full value, as may..be statecLin .the..supplementaLGeneraLConditions, of Material that is specified to be provided by. the'Owner;'.for..:.incorporation.jnto the Work, with a deductible not exceeding 1 % of the amount insured at the site of the Work. This insurance shall be in a form acceptable to the Owner and shall be maintained continuously until 1 0 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. GC 6.03.05.02 Boller Insurance '.01 " Boiler insurance insuring the interests of the Contractor, the Owner and the Contract Administrator for not less than the replacement value of boilers and pressure vessels forming part.of the Work, shall be in a form acceptable to the Owner. This insurance . shall be maintained continuously from commencement of use or operation of the property insured until 10 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. GC 6.03.05.03 . Use and Occupancy of the Work Prior to Completion .01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance, the Owner will give 30 Days' written notice to the' Contractor of the intended purpose and extent of such use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the Owner's expense. If because of such use or occupancy the Contractor is unable to provide coverage, the Owner upon written notice from the.Contractor' and prior-:Jo:such.useor occupancy shall provide, maintain and pay for property and boiler insurance insuring the. full value of the Work, including coverage for such use or occupancy, and shall. provide the 'Contractor with proof of such insurance. The Contractor shall refund to the Owner the unearned .premiums applicable to the Contractor's policies upon termination of coverage. .02 The policies shall provide that, in the event of a loss or damage, payment shall be made to the Owner and the Contractor as their respective interests may appear. The Contractor shall act on behalf ofiboth the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage payment with the insurers. When the extent of the loss or damage is determined the Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract except that the Contractor shall be entitled to such reasonable extension of Contract Time relative.to the extent of the loss or damage as the Contract Administrator may decide in consultation with the Contractor. OPS Gene,. Condltlona of Contract. SeptMlber 1999 Pege25 GC 6.03.05.04 Payment for Loss or Damage .01 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the amount at which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds and in aCCOrdance with the requirements of Section GC 8.0, Measurement and Payment In addition the Contractor shall be entitled to receive from the payments made by the insurers the amount of the Contractor's interest in the restoration of the Work. .02 The Contractor shall be responsible for deductible amounts under the policies except where such amounts may be excluded from the Contractor's responsibility by the terms of this Contract. .03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and Payment GC 6.03.G6 Contracto(s Equipment Insurance .01 All risks Contractor's equipment insurance covering construction machinery and equipment used by the Contractor for the perfonnance of the Work, including boiler insurance on temporary boilers and pressure vessels, shall be in a form acceptable to the Owner and shall not allow subrogation claims by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage Subject to satisfactory proof of financial capability by the Contractor for self-insurance of the Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be amended to provide permission for the Contractor to grant prior releases with respect to damage to the Contractor's Equipment GC 6.03.07 Insurance Requirements and Duration .01 Unless specified otherwise the duration of each insurance policy shall be from the date of commencement of the Work until 1 0 Days after the date of Final Acceptance of the Work, as set out in the Rnal Acceptance Certificate. .02 The Contractor shall provide the Owner, on a form acceptable to the Owner, proof of insurance prior to commencement of the Work, and signed by an officer of the Contractor and either the underwriter or the broker. .03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each insurance policy exclusive of information pertaining to premium or premium bases used by the insurer to determine the cost of the insurance. The certified true copy shall include a signature by an officer of the Contractor and in addition, a signature by an officer of the insurer or the underwriter or the broker. .04 Where a policy is renewed the Contractor shall provide the Owner, on a form acceptable to the Owner, renewed proof of insurance immediately following completion of renewal. .05 Unless specified otherwise the Contractor shall be responsible for the payment of deductible amounts under the policies. .06 If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03, Contractor's Insurance, or elsewhere in the Contract Documents, then the Owner will have the right to proVide and maintain such insurance and give evidence thereof to the Contractor. The Owner's cost thereof shall be payable by the Contractor to the Owner on demand. P.ge 26 OPS General Conditions d Contract - September 1899 ~.J ..J j J J J' J J j J J J J J J .J J J J L ! i ... ... .07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date on which the Owner made a formal demand for reimbursement of such costs the Owner may deduct the costs thereof from monies which are due or may become due to the Contractor. GC 6.04 Bonding i.. .01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender documents. ... .02 Such bonds shall be issued bya duly licensed surety company authorized to transact a business of suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of the Contract. , ... '- .. .. ... .. .. .. .. .. f .. if. , .. ~ i .. OPS General Condltionl of Contract . september 1999 Page 27 III SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK GC 7.01 General .01 The Contractor warrants that the site of the Work has been visited during the preparation of the Tender and the character of the Work and all local conditions which may affect the performance of the Work are known. .02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the . Contractor has received a written order to commence the Work, signed by the Contract Administrator. .03 T',=_ ":.:;..;;,:;,:11' shaH h2\\O ::;OiT:;:;2te c.)n:r~)l or :ne ';, ':...:nJ shaHe:lTect,e;j direct gilU ",UpC::i\(ISe ti,e Work so as to ensure confonnity with the Contract Documents. The Contractor shall be responsible for construction means, methods, techniques, sequences and procedures and for coordinating the various parts of the Work. ,~.... .04 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance and . ..~oval of temporary structures and other temporary facilities and the design and execution of .,~nstruction methods required in their use. .05 . Notwithstanding paragraph ,GC 7.01.04, where the Contract Documents include designs for temporary structures and other temporary facilities or specify a method of construction in whole or part, such facilities and methods shall be considered to be part of the design of the Work, and the Contractor shall not be held responsible for that part of the design or the specified method of construction. The Contractor shall, however, be responsible for the execution of such design or specified method of construction in the same manner that the Contractor is responsible for the execution of the Work. .06 The Contractor shall execute the terms of the Contract in strict compliance with the requirements of the Occupational Health and Safety Act, R.S.O. 1990, c.O.1 (the "Act") and Ontario Regulation 213/91 (which regulates Construction Projects) and any other regulations under the Act (the "Regulations") which may affect the performance of the Work, as the "constructor" or "employer", as defined by the Act, as the case may be. The Contractor shall ensure that a) worker safety is given first priority in planning, pricing and performing the Work; b) its officers and supervisory employees have a working knowledge of the duties of a "constructor" and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work, and a personal commitment to comply with them; c)" a copy of the most current version of the Act and the Regulations are available at the Contractor's office within the Working Area, or, in the absence of an office, in the possession of the supervisor . ,-':,responsible for the performance of the Work; : d):workers employed to carry out the Work possess the knowledge, skills and protective devices "required by law or recommended for use by a recognized industry association to allow them to work in safety; e) its supervisory employees carry out their duties in a diligent and responsible manner with due consideration for the health and safety of the workers; and f) all Subcontractors and their employees are property protected from injury while they are at the work place. .07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy and program at the pre-start meeting, and shall respond promptly to requests from the Owner for confinnation that its methods and procedures for carrying out the Work comply with the Act and Regulations. The Contractor shall cooperate with representatives of the Owner and inspectors appointed to enforce the Act and the Regulations in any investigations of worker health and safety in the perfonnance of the Work. The Contractor shall indemnify and save the Owner harmless from any additional expense which the Owner may incur to have the Work performed as a result of the Contractor's failure to comply with the requirements of the Act and the Regulations. Page 28 OPS Gene..' Condltlona 01 ContrIct - September 1999 ~J .J .J J .J J j J .J J 'i j .J .J .J .J J J J J II. .. ... ... ~ , .. .10 } .. .11 .. ! .12 .. Ii. 1.. .. .. ... .. .. .. ~ .. , ! ... .08 Prior to commencement of the Work the Contractor shall provide to the Contract Administrator a list of those products controUed under the Workplace Hazardous Materials Information System or WHMIS, which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets shall accompany the submission. All containers used in the application of products controlled under WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator of changes in writing and provide relevant Material Safety Data Sheets. .09 The Contractor shall have an authorized representative on the site while any work is being performed, to act for or on the Contractor's behalf. Prior to commencement of construction, the Contractor shall notify the Contract Administrator of the names,' addresses,' positions and telephone numbers of the Contractor's representatives who can be contacted at any time to deal with matters relating to the Contract. The Contractor' shall,' at no. additional cost to . the. Owner, fumish all reasonable aid, facilities and assistance required by the Contrad Administrator for the' proper inspection and examination of the Work or the taking of measurements for the purpose.of; payment _ The Contractor shall prepare, and update as required, a construction schedule Indicating the timing of the. major and critical activities of the Work. . The schedule. shall be designed to ensure conformity with the specified Contract Time. The schedule shall be submitted to the Contract AdrT)inistrator within 14 Days from the date of the Contract award. Where the Contractor finds any error, inconsistency or omission relating to the Contract, the .. Contractor shall promptly.report it to the Contrad Administrator and shall not proceed with the activity affected until receiving direction from the Contrad Administrator. .13 The Contractor shall arrange with the appropriate utility authorities for the stake out of all underground utilities and service connections which may be affected by the Work. The Contractor shall be responsible for any damage done to the underground utilities by the Contractor's forces during construction if the stake out locations are within the tolerances given in paragraph GC 2.01.01a). GC 7.02 Layout .01 Prior to commencement of construction, the Contract Administrator and the Contractor will locate on site those property bars, baselines and benchmarks which are necessary to delineate the Working Area and to layout the Work, all as shown on the Contract Drawings. .02 The Contractor shall be responsible for the preservation of all property. barS' while the Work is in progress, except those property bars which must be removed. toJacilitateHthe Work. Any other property bars distUrbed, damaged or removed by the Contractor's operations shall be replaced by an Ontario Land Surveyor, at the Contractor's expense. .03 At no extra cost to the Owner,the Contractor shall provide the Contrad Administrator with such materials and devices as may be necessary to layout the baseline and benchmarks, and as may be necessary for the inspection of the Work. .04 The Contractor shall provide qualified personnel to layout and establish all lines and grades necessary for construction. The Contractor shall notify the Contract Administrator of any layout work carried out, so that the same may be checked by the Contract Administrator. .05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks as may be required for the proper execution of the Work. The Contractor shall supply one copy of all alignment and grade sheets to the Contract Administrator. . OPs General Conditions of Conttac:t . September 1899 P8ge29 .06 The Contractor shall assume full responsibility for alignment, elevations and dimensions of each and all parts of the Work, regardless of whether the Contractor's layout work has been checked by the Contract Administrator. .07 All stakes, marks and reference points provided by the Contract Administrator shall be carefully preserved by the Contractor. In the case of their destruction or removal as a result of the Contractor's operations, such stakes, marks and reference points will be replaced by the Contract Administrator at the Contractor's expense. GC7.03 Damage by Vehicles or Other Equipment .01 ]J' at an} ~- >:8, ,(; tne opinjcn of LJ-:;: Cui1tract h..;tIlim..;u;a,or, J<:lina~:;; .s being (.June 01 IS jjl<elY 1.0 De _ done to any Roadway or any improvement thereon, outside the Working Area, by the Contractor's .... vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall, on the direction of the Contract Administrator, and at no extra cost to the Owner, make changes or "-s~bstitutions for such vehicles or equipment, and shall alter loadings, or in Some other manner, . remove the cause of such damage to the satisfaction of the Contract Administrator. .... GC 7.04 Excess Loading of Motor Vehicles .01 Where a vehicle is hauling Material for use on the Work, in whole or in part upon a Highway, and where motor vehicle registration is required for such vehicle, the Contractor shall not cause or pennit such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990, .c.H.S, as amended, whether such vehicle is registered in the name of the Contractor or otherwise, 'except where there are designated areas within the Working Area where overtoading is pennitted. The Contractor shall bear the onus of weighing disputed loads. GC 7.05 Condition of the Working Area .01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of debris, other than that caused by the Owner or others. GC 7.06 Maintaining Roadways and Detours .01 Where an existing Roadway is affected by construction, It shall be kept open to traffic, and the Contractor shall, except as otherwise provided in this subsection, be responsible for providing and maintaining for the duration of the Work, a road through the Working Area, whether along an existing Hignway, including the road under construction, or on detours within or adjacent to the Highway, in accordance with the MUTCD. .02 ~"';Contractor shall not be required to maintain a road through the Working Area until such time as the Contractor has commenced operations or during seasonal shut down or on any part of the Contract that has been accepted in accordance with these General Conditions. The Contractor shall not be required to apply deicing chemicals or abrasives or carry out snowplowing. .03 Where localized and separated sections of the Highway only are affected by the Contractor's operations, the Contractor will not be required to maintain intervening sections of the Highway until such times as these sections are located within the limits of the Highway affected by the Contractor's general operations under the Contract. .04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific locations, payment for the construction of the detours, and if required, for the subsequent removal of the detours, will be made at the Contract prices appropriate to such work. Page 30 OPS General Condlllonl of Contract - September 1999 ~.j ...j j -J j J j j j J J .J .J j J .J J J J 1. ... L 1. ~ ... ... .07 t .. .. .08 II. .. r.. .01 .. .02 II. .03 ~ .. i. .. .. .. .05 The Contractor shall maintain, in a satisfactory condition for traffic, a road through the Working Area, at the Owner's expense. The road through the Working Area will include any detour constructed in accordance with the Contract Documents or required by the Contract Administrator. Compensation for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to the work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing, the cost of blading required to maintain the surface of such roads and detours shall be deemed to be included in the prices bid for the various tender items and no additional payment will be made. .06 Where work under the "Contract is discontinued for any extended period including seasonal shutdown, "the Contractor shall, when directed by the Contract Administrator, open and place the Roadway and detours in a passable, safe and satisfactory condition for public travel. Where the Contractor constructs a detour which is not specifically provided for, in the Contract Documents; or required by the Contract Administrator, the construction of the detour and, if required, the subsequent removal shall be performed at the Contractor's expense.. ,The detour shall be constructed and maintained to ,structural' 'and "geometric 'standards -apPf9yed by the Contract Administrator. Removal and site restoration shalL be performed.:as.directed by the Contract Administrator. Where, with the prior written approval of the Contract Administrator, the Highway is closed and the 'traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to the Owner,' supply, 'erect and maintain traffic control devices in accordance with the MUTCD. .09 Compliance with the foregoing provisions shall in no way relieVe the Contractor of obligations under subsedion GC 6.01," Protection 'ofWork, Persons and'Property, dealing with the Contractor's responsibility for damage claims, except for claims arising on sections of Highway within the Working Area that are being maintained by others. GC 7.07 Access to Properties Adjoining the Work and Interruption of Utility Services The Contractor shall provide at all times, and at no extra cost to the Owner, a) adequate pedestrian and vehicular access; and b) continuity of Utility services to properties adjoining the Working Area. The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants, and water and gas valves located in the Working Area. Where any interruptions in the supply of Utility services are 'required_ and are authorized by the Contract Administrator, the Contractor shall give the affected property owners notice in accordance with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to create a minimum of interference to those affected. GC 7.08 Approvals and Permits .01 Except as specified in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and pay for any permits, licenses," and certificates which at the date of tender closing, are required for the performance of the Work. .02 The Contractor shall arrange for all necessary inspections required by the approvals and permits specified in paragraph GC 7.08.01. OPS General CondIllons of Contract - September 1m pege 31 GC 7.09 Suspension of Work .01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or all of the Work and work shall not be resumed until the Contract Administrator so directs in writing. Delays, in these circumstances, will be administered according to subsection GC 3.08, Delays. GC 7.10 Contractor's Right to Stop the Work or Tennlnate the Contract .01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors because ; -c of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without prejudice to any other right or remedy the Contractor may have. by giving the Owner or receiver or '::-~ i ~n 'hTnten t.2;r;~;/i'. te th~ C,':cr.trJ::'L .02' If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court or other pUblic authority and provided that such order was not issued as the result of an act or fault of ,:~ Contractor or of anyone directly employed or engaged by the Contractor"the Contractor may, .,~out prejudice to any other right or remedy the Contractor may have, by giving the Owner written ~tice, terminate the Contract. .03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the Owner is in default of contractual obligations if, a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section GC 8.0, Measurement and Payment; b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC .... 8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or within 30 Days of an award by an arbitrator or court; or c) the Owner violates the requirements of the Contract. .04 The Contractor's written notice to the Owner shall advise that if the default is not corrected in the 7 Days immediately following the receipt of the written notice the Contractor may, without prejudice to any other right or remedy the Contractor may have, stop the Work or terminate the Contract. .05 If the Contractor terminates the Contract under the conditions set out in this subsection, the Contractor shall be entitled to be paid for all work performed according to the Contract Documents and for any losses or damage as the Contractor may sustain as a result of the termination of the Contract. GC 7.11 Notices by the Contractor .01 aetore work is carried out which may affect the property or operations of any Ministry or agency of gOvemment or any person, company, partnership or corporation, including a municipal corporation or any board or commission thereof, and in addition to such notices of the commencement of specified operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least 48 hours advance written notice of the date of commencement of such work to the person, company, partnership, corporation, board, or commission so affected. .02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, farm tiles, or other public or privately owned works or property, the Contractor shall immediately notify the Owner and the Contract Administrator of the location and details of such damage or interference. Pqe32 OPS Oener.l Conditions 01 Contract . September 1999 ~.J . --J J J j J j J .J J j j j j j J J J J r.. .. .. .01 i, t II. .02 .. ~ I.. i. ... .. .. ... .. .. '- I.. '- i. , L. ... GC 7.12 Obstructions Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and responsibilities arising out of any obstruction encountered in the performance of the Work and any traffic conditions, including traffic conditions on any Highway or road' giving access to the Working Area caused by such obstructions, and the Contractor shall not make any claim against the Owner for any loss, damage or expense occasioned thereby. Where the obstruction is 'a Utility or other man-made object, the Contractor shall not be required to assume the risks 'and responsibilities arising out of such obstruction, unless the location of the . obstruction is shown on the plans or described in the specifications and the location so shown is within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the obstruction has otherwise been made known to the Contractor or could have been determined by the visual site investigation made by the Contractor in accordance with these General Conditions. .03 During the course of the Contract. it is the'.Contractor'scresponsibilityto'.consult-:with Utility companies 'or other appropriate authorities for further.informationin.regardto.theexactlociltion of these Utilities, to exercise the necessary care in construction"operations;'and-to"take'such-otherprecautions as are necessary to safeguard the UtiUty from damage. GC 7.13 Limitations of Operations .01 Except for such work as may be required by the Contract Administrator to maintain the Work in a safe and satisfactory condition, the Contractor shall not carry on operations under the Contract on Sundays without permission in writing from the Contract Administrator. .02 The Contractor shall cooperate with other Contractors, Utility companies and the Owner and they shall be allowed access to their work or plant at all reasonable times. GC 7.14 Cleaning Up Before Acceptance .01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials, tools, construction machinery and equipment not required for the performance of the remaining Work. The Contractor shall also remove all temporary works and debris other than that caused by the Owner, or others and leave the Work and Working Area clean and suitable for occupancy by the Owner unless otherwise specified. .02 The Work shall not be deemed to have reached Completionllntilthe-Contractor has removed surplus materials, tools, construction machinery, and 'equipment The Contractor shall also have removed debris, other than that caused by the Owner, or others. ' . GC 7.15 Warranty .01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the design and specifications permit such performance. .02 Subject to the previous paragraph the Contractor shall correct promptly, at no additional cost to the Owner, defects or deficiencies in the Work which appear, a) prior to and during the period of 12 months from the date of Substantial Performance of the Work, as set out in the Certificate of Substantial Performance of the Work, b) where the work is completed after the date of Substantial Performance, 12 months after Completion of the Work, c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion of the Work as set out in the Completion Certificate, or OPS General Conditions d Contract - SepWnber 1 ggg pege 33 d) such longer periods as may be specified for certain Materials or some of the Work. The Contract Administrator will promptly give the Contractor written notice of observed defects or deficiencies. .03 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph GC 7.15.02. ,~ ~l:. :!'~.~~ ~.~". .,. 1:'".: ~':'!,":';. ;..~.............. ,- ~~- . . Page 34 OPS General CondilIona of Contract . September 1999 ~J . -.j J J J J J j j J j j J j J J J j J ! i. ... SECTION GC 8.0 - MEASUREMENT AND PAYMENT I.. GC 8.01 GC 8.01.01 Measurement Quantities , il. .. .01 The Contrad Administrator will make an estimate once a month, in writing, of the quantity of Work performed. The first estimate will be the quantity of Work performed since the Contrador commenced the Contract, and every subsequent estimate; except the final one, will be of the quantity of Work performed since the preceding estimate was made. The Contract Administrator will provide the copy of each estimate to the Contractor within 10 Days of the Cut-Off Date. '.02' Such quantities for progress payments shall be construed and held to approximate. The final - quantities for the issuance of the Completion Certificate shall be based on the measurement of Work completed. .03 Measurement of the quantities of the Work: perfonnedwill be:either.by~1 Measurement or by Plan Quantity principles as indicated 'in the. Contract:... Adjustments,to~Plan' Quantity measurements will normally be made using Plan Quantity principles but may, where appropriate, be made using Actual Measurements. Those items identified on 'the Tender by the notation (P) in 'the unit column . shall be paid according to the 'Plan Quantity. Items where the notation (P) does not occur shall be . paid according to Actual Measurement ... '- .. .. GC 8.01.02 Variations In Tender Quantities ... .01 Where it appears that the quantity of Work to be done 'and/or Material to be supplied by the Contractor under a unit price tender item will exceed or be less than the tender quantity, the Contractor shall proceed to do the Work and/or supply the Material required to complete the tender item and payment will be made for the actual amount of Work done and/or Material supplied at the unit prices stated in the Tender except as provided below: a) In the case of a Major Item where the quantity of Work performed and/or Material supplied by the Contractor exceeds the tender quantity by more than 15%, either party to the Contract may make a written request to the other party to. negotiate a revised unit price for that portion of the Work performed and/or'Material supplied which exceeds 115% of the tender quantity. The negotiation shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based on the reasonable cost of doing the Work and/or supplying the Material under the tender item plus a reasonable allowance for profit and applicable overhead. b) In the case of a Major Item where thEfquantity'of'Wotk performed and/or Material supplied by the Contractor is less than 85% of the tender'quantity, the Contractor may make a written request to negotiate for the portion of the actual: overheads > and. fixed :costs. applicable to the amount of the underrun in excess of 15% of the tender quantity. For purposes of the-negotiation, the overheads and fixed costs applicable to the item are deemed to'have been prorated uniformly over 100% of the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the Contrado(s senior financial officer or auditor and may be audited by the Owner. A1tematively, where both parties agree, an allowance equal to 10% of the' unit price on the amount of the underrun in excess of 15% of the tender quantity will be paid. Written requests for compensation must be received no later than 60 Days after the issuance of the Completion Certificate. ... ! ... ! ~ .. l. ... .. GC 8.02 GC 8.02.01 Payment Price for Work .01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its performance. The term "all labour, Equipment and Material" shall include Hand Tools, supplies and ... other incidentals. i .. OPS Gene.... Conditions 01 Contr8ct - September 1999 Page 35 . .. . . .02 Payment for work not specifically detailed as part of anyone item and without specified details of payment will be deemed to be included in the items with which it is associated. GC 8.02.02 Advance Payments for Material .01 The Owner will make advance payments for Material intended for incorporation in the Work upon the written request of the Contractor and according to the following terms and conditions: a) The Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate and proper storage facilities and notify the Contract Administrator of their locations. b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure: i. Sources Other Than Commercial (1)Granular 'A', 'B' and 'M' shall be as<;e~<;ed at ~e rate of 61)% d fue C(''''fr'':t ":,ri~",, ~2) Coarse ana line aggregates tor hot mix asphaltic concrete, surface treatment and Portland cement concrete shall be assessed at the rate of 25% of the Contract price for each aggregate stockpiled. . ;;~'ii. . Commercial Sources .';!!. Payment for separated coarse and fine aggregates will be considered at ~e above rate when . "]f' such materials are stockpiled at a commercial source where further processing is to be carried out before incorporating such materials into a final product. AdvanCe payments for other materials located at a commercial source will not be made. c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be based on the invoice price,' and the Contractor shall submit proof of cost to the . Contract . Administrator before payment can be made by the Owner. d) The payment for all Materials shall be prorated against the appropriate tender item by paying for sufficient units of the item to cover the value of the material. Such payment shall not exceed 80% of the Contract price for the item. e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the designated storage location immediately upon receipt of the material and shall thenceforth be held by the Contractor in trust for the Owner as collateral security for any monies advanced by the . Owner and for the due completion of the Work. The Contractor shall not exercise any act of ownership inconsistent with such security, or remove any Material from the storage locations, except for indusion in the Work, without the consent, in writing, of the Contract Administrator. f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss, damage, theft, improper use or destruction of the material however caused. .02 'Where the Owner makes advance payments subject to the conditions listed in paragraph GC 8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance ~II only be determined when the material meets the requirements of the appropriate specification. GC 8.02.03 Certification and Payment Progress Payment Certificate .. GC 8.02~03.01 .01 The value of the Work performed and Material supplied will be calculated once a month by the Contract Administrator in accordance with the Contract Documents and, clause GC 8.01.01, Quantities. .02 The progress Payment Certificate will show, a) the quantities of Work performed; b) the value of Work performed; c) any advanced payment for Materials; d) the amount of statutory holdback, liens, Owner's set-off; e) the amount of GST as applicable; and f) the amount due the Contractor. Page 36 OPS Gener.I Condltlona d Contract - September 1899 ..J. . '"'. . . - ~j J J J J J j j J J J j j J .J j J J I .. .... ... .04 Payment will be made within 30 Days of the Cut-Off Date. .03 One copy of the progress Payment Certificate will be sent to the Contractor. ... .01 ... .02 f Ii. .03 ... .. "- .. .. ... .02 i .. .03 .04 ... iI. iI. \ ... ! j ... ... GC 8.02.03.02 Certification of Subcontract Completion Before the Work has reached the stage of Substantial Performance, the Contractor may notify the Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the Contract Administrator certify the completion of such subcontract. The Contract Administrator will. issue a Certificate of Subcontract Completion if the subcontract has been completed satisfactorily, and all required inspection and testing of the works covered by the subcontract have been carried out and the results are satisfactory. . The Contract Administrator will set out in the Certificate of Subcontract, Completion the date on which the subcontract was completed and within7 Days of;the datethe:subcontractis certified complete, the Contract Administrator will give a coPy'ofthecertificate.,to.the:Contractor-and:to the Subcontractor concemed. GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment .01 Following receipt of the Certificate of Subcontract Completion. the Owner will release ,and pay the Contractor the statutory holdback retained in respect of the subcontract.- Such release shall be made. 46 Days after the date the subcontract,was certified complete and providing;the Contractor submits the following to the Contract Administrator: a) a document satisfactory to the Contract Administrator that will release the Owner from all further claims relating to the subcontract, qualified by stated exceptions such as holdback monies; b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all liabilities incurred in carrying out the subcontract; c)a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board relating to the subcontract; and d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory statement showing the total amount due the Subcontractor from the Contractor. Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then only when the Contract Administrator Specifically requests it. Upon receipt of the statutory holdback, the Contractor 'shall'forthwithgive.the Subcontractor the payment due under the subcontract. Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the Contractor, or the Contractor's Surety, of any of their responsibilities. GC 8.02.03.04 CertificationofSubstantialPenonnance .01 Upon application by the Contractor and where the Contract has been substantially performed the Contract Administrator will issue a Certificate of Substantial Performance. .02 The Contract Administrator will set out in the Certificate of Substantial Performance the date on which the Contract was substantially perfonned and within 7 Days after signing the said certificate the Contract Administrator will provide a copy to the Contractor. .03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith, as required by Section 32(1) Paragraph 5 of the Construction Uen Act, RS.O. 1990, c.C.30, as amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall include placement in the Daily Commercial News. OPS Gentnl Conditions d Contract . September 1_ Pege 37 .04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the Owner may publish a copy of the certificate at the Contractor's expense. .05 Except as otherwise provided for in Section 31 of the Construction Uen Act, the 45-day lien period prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of publication of the Certificate of Substantial Performance as provided for above. GC8.02.03.05 Substantial Perfonnance Payment and Substantial Performance Statutory Holdback Release Payment Certificates .01 V~j1en tne Contract Administrator issues the Certmcate of Substantial Performance the Contract --- Administrator will also issue the Substantial Performance Payment Certificate and the Substantial ~~rformance Statutory Holdback Release Payment Certificate or where appropriate, a combined ~yment certificate. -- .......... ...._, .:""~ol! .02:~~ Substantial Performance Payment Certificate will s.how, -af'the value of Work performed to the date of Substantial Performance; _ b) the value of outstanding or incomplete Work; c) the amount of the statutory holdback, allowing for any previous releases of statutory holdback to the Contractor in respect of completed subcontracts and deliveries of pre-selected equipment; d) the amount of maintenance security required; and e) the amount due the Contractor. .03 Payment of the amount certified will be made within 30 Days of the date of issuance of the payment ' certificate. .04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after the date of publication of the Certificate of Substantial Performance but subject to the provisions of the Construction Lien Act and the submission by the Contractor of the following documents: a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the Owner from all further claims relating to the Contract, qualified by stated exceptions such as outstanding work or matters arising out of subsection GC 3.14, Claims, Negotiations, Mediation; b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities incurred :;fjby the Contractor and the Contractor's Subcontractors in carrying out the Contract have been " - disCharged except for statutory holdbacks properly retained; - c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and 'd)Eproof of publication of the Certificate of Substantial Performance. ~~, GC 8.02.03.06 Certification of Completion .01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract Administrator will issue a Completion Certificate. .02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was completed and within 7 Days of signing the said certificate the Contract Administrator will proVide a copy to th~ Contractor. P938 OPS Genetlil Conditions of Contract - September 1999 . ~.J , v --J j J J J J j J J J j J j j J J j J ; k' ~: ... ... GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release Payment Certificates When the Contract Administrator issues the Completion Certificate, the Contract Administrator will also issue the Completion Payment Certificate and the Completion Statutory Holdback Release Payment Certificate or where appropriate, a combined payment certificate. .. .01 ... .02 i.. ... The Completion Payment Certificate will show, a) measurement and value of Work at Completion; b) the amount of the further statutory holdback based on the value of further work completed over and above the value of work completed shown in the Substantial Performance Payment Certificate referred to above; and c) the amount due the Contractor. ... .03 The Completion Statutory Holdback Release dPaymenLCertificate ,willbe;..a payment ceitificate 'releasing to the Contractor'the' further statutory 'holdback:' 'Paymentof.such.~statutory holdback shall be due 46 Days after the date of Completion' iof theWorkasestablished~by~:th&Completion Certificate but subject to the provisions of the Construction Lien Acland.the'submission-by the Contractor of the following documents: a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the Owner from all further claims relating to the Contract, qualified by stated exceptions where appropriate; . b) a statutory declaration in a form satisfactory to the . Contract Administrator that all liabilities incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been . discharged, qualified by stated exceptions where appropriate; and c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board. .. II. ... GC 8.02.03.08 Interest L .01 Interest due the Contractor is based on simple interest and is calculated, using the applicable Rate of Interest GC 8.02.03.09 Interest for Late Payment .. '- .01 Provided the Contractor has complied with the requirements of the Contract including all documentation requirements, when payment by the Owner to the Contractor for Work performed. or for release of statutory holdback, is delayed by the Owner, then the Contractor shall be entitled to receive interest on the outstanding payment at the. Rateof'lnterest,' ifpayment'js not received on the dates set out below: a) Progress Payment Certificates: 30 Days after the Cut-otf Date; . b) Certificate of Subcontract Completion:' 30 Days after the date certified as 'the date onwhich the subcontract was completed; c) Subcontract Statutory Holdback Retease Payment Certificate: 76 Days after the date on which the subcontract was completed; d)' Substantial Performance Payment Certificate: 30 Days after the'date of issuance of the certificate. e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after publication of the Payment Certificate of Substantial Performance; f) Completion Payment Certificate: 30 Days. after the date certified as the date on which the Contract reached Completion; g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as the date which the Work was completed. .02 If the Contractor has not complied with the requirements of the Contract, including all documentation requirements. prior to expiration of the time periods described In paragraph GC 8.02.03.09.01, interest will only begin to accrue when the Contractor has completed those requirements. ... II. .. .. .. OPS General Conditions dContrac:t. SeptM'lber 1889 Plge39 ... Pege40 OPS Gener.I Condltlona d Contract. September 1999 >.j l ~'j ~ ,': J j j J J J J J J J j J j j J J .J GC 8.02.03.10 Interest for Negotiations and Claims .01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the subsequent claims are submitted in accordance with the time limits and/or procedure described by subsection GC 3.14, Claims, Negotiations, Mediation, the Owner will pay the Contractor the Rate of Interest on the amount of the negotiated price for that part of the Work or on the amount of the settled claim. Such interest will not commence until 30 Days after the satisfactory completion of that part of the Work. ..i" .~ ~: _. .02 ~ Where the Contractor does not attempt to resolve the negotiation or the claim in an eXpeditious manner, interest shall be negotiable. .03 liWleic tfle Contractor fads to give notice of a claim Within the time limit prescribed by subsection GC , 3.14, Claims, Negotiations, Mediation, interest shall not be paid. .04 ; ':~re .. a Contractor fails to comply with the 3O-day time limit and the procedures prescribed in . ~g(aph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period. --~. .;.;......~ GC 8~02:03~11 Owner's Set-Off .01 Pursuant to Section 12 of the Construction Uen Act, the Owner may retain from monies owing to the Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work, claims for damages by third parties which have not been determined in writing by the Contractor's insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due the Workplace Safety and Insurance Board and any monies to be paid to the workers in accordance with clause GC 8.02.06, Payment of Workers. .02 Under these circumstances the Owner will give the Contractor appropriate notice of such action. GC 8.02.03.12 Delay In Payment .01 The Owner shall not be deemed to be in default of the Contract provided any delay in payment does not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01. GC 8.02.04 Payment on a TIme and Material Basis Definitions GC 8~m~~01 .01 Fot:the purpose of this clause the following definitions apply: ....;. . r Cost of Labour: means the amount of wages, salary, travel, travel time, food, lodging or similar items and Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour and supervision, but shall not include any payment or costs incurred for general supervision, administration of management time spent on the entire Work or any wages, salary or Payroll Burden for which the Contractor is compensated by any payment made by the Owner for Equipment Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current market prices, for the purpose of carrying out Extra Work, by the Contractor, or by others when such arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices. Operated Rented Equipment: means Rented Equipment for which an operator is provided by the supplier of the eqUipment and for which the rent or lease includes the cost of the operator. .. ... ... ~ ... f ... ... ~ .. -- ... .. .. .. ... .. ... ... ... Payroll Burden: means the payments in respect of workplace insurance, vacation pay, employment insurance, public liability and property damage insurance, sickness and accident insurance, pension fund and such other welfare and benefit payments forming part of the Contractor's normal labour costs. Rented Equipment: means equipment that is rented or leased for the special purpose of Work on a Time and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator. Road Work: means the preparation, construction, finishing and construction maintenance of roads, . streets; highWays and' parking lots and includes all work incidental thereto other than work on structures. Sewer and Watermain Work: means the preparation, construction, finishing and construction maintenance of sewer systems and watermain systems,' and includes all work incidental thereto other than work on structures. Standby Time: .. means any period of time Which is not "COnsidered Working ;T~nd which together with the Working Time does not exceed10hours,in.any:one;Working:Oay.:and ',during which time a unit of equipment cannot' practically be used on other:..work-butmust::remain:on',the 'site:in:order to ,continue with its assigned task and during Which time the unit is in fully operable condition. Structure Work: means the construction, reconstruction, repair, alteration, remodelling, renovation or , demolition of any bridge, building, tunnel or retaining wall and includes the preparation for and the laying of the foundation of any" bridge, building, tunnel or' retaining wan and the installation of' equipment and appurtenances incidental thereto. The 127 Rate: means the rate for a unit of equipment as listed in'OPSS 127, Schedule of Rental Rates for Construction Equipment Including Model and Specification Reference, which is current at the time the work is carried out or for equipment which is not so listed, the rate Which has been calculated by the Owner, using the same principles as used in determining The 127 Rates. Work on a 'Time 'and Material Basis: means Changes in the WOfk. Extra Work and Additional Work approved by the Contract Administrator for payment 'on a Tmeand Material basis. The Work on a Time and Material Basis shall be subject to all the terms, conditions, specifications and provisions of the Contract. Working Time: means each period of time during Which a unit of equipment is, actively and of necessity . engaged on a specific operation and the first 2 hours of each. immediately. foUowing period during which the unit is not so engaged but during which the operation~is,otherwise:proceedingand during,Which time the unit cannot practically be transferred to other work but must remain on the site in order to continue with its assigned tasks and during which time the unit isina fully operable condition.. GC 8.02.04.02 Dally Work Records .01 Daily Work Records prepared as the case may be by either the Contractor's representative or the , Contract Adlilinistrator and' reporting the labour and Equipment employed and the Material used on each Tme and Material project, shall be' reconciled and signed each day by both the Contractor's representative and the Contract Administrator. GC 8.02.04.03 Payment for Work .01 Payment as herein provided shall be full compensation for all labour, Equipment and Material to do the Work on a Time and Material Basis except Where there is agreement to the contrary prior to the commencement of the Work on a Tme and Material Basis. The payment adjustments on a Time and Material basis shall apply to each individual Change Order authorized by the Contract Administrator. OPS Gene...' Condltlona of Contrad . September t 999 pege 4 t GC 8.02.04.04 Payment for Labour .01 The Owner will pay the Contractor for labour employed on each Time and Material project at 135% of the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of $3000. .02 The Owner will make payment in respect of Payroll Burden for Work on a Time and Material Basis at the Contractor's actual cost of Payroll Burden. .03- At the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so determined shall be applied to all Time and Material work on the Contract. GC 8.D2.G4.u.5 Fayu'lE:nt lor kl",leeiCill .01 The Owner will pay the Contractor for Material used on each Time and Material project at 120% of the ;~stof the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of -:;$iboo. - .-.~.. GC~:ri:04.06 Payment for Equipment GC 8.02.04.06.01 Working Time .01 The Owner will pay the Contractor for the Working Time of all equipment other than Rented Equipment and Operated Rented Equipment used on the Work on a Tune and Material basis at The 127 Rates with a cost adjustment as follows: a) Cost $10,000 or less - no adjustment; b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion in excess of $10,000; and c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000. .02 The Owner will pay the Contractor for the Working Time of Rented Equipment used on the Work on a Tme and Material Basis at 110% of the invoice price approved by the Contract Administrator up to a maximum of 110% of The 127 Rate. This constraint will be waived when the Contract Administrator approves the invoice price prior to the use of the Rented Equipment .03 The Owner will pay the Contractor for the Working Time of Operated Rented Equipment used on the Work on a Time and Material Basis at 110% of the Operated Rented Equipment invoice price aPPl'Oved by the Contract Administrator prior to the use of the equipment on the Work on a Time and - MSterial Basis. GC 8~02t04~06.02 )\.1: Standby Time .01 The Owner will pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of the invoice price whichever is appropriate. The Owner will pay reasonable costs for Rented Equipment where this is necessarily retained in the Working Area for extended periods agreed to by , the Contract Administrator. This will include Rented Equipment intended for use on other work, but has been idled due to the circumstances giving rise to the Work on a Time and Material Basis. .02 In addition, the Owner will include the Cost of Labour of operators or associated labourers who cannot be otherwise employed during the standby period or during the period of idleness caused by the circumstances giving rise to the Work on a Time and Material Basis. .03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to the Work on Time and Material Basis to be returned to the lessor until the work requiring the equipment can be resumed. The Owner will pay such costs as result from such return. Page 42 OPS Genera' Conditions of Contrad - September 1999 . ~'J . · ~'.J -, IJ J J J j J J J J j J j j J J J J .. t .. .. .. '- ... ... .. ... , Ii. II. .. .. .04 When Equipment is transported. solely for the purpose of the Work on a Time and Material Basis. to or from the Working Area on a Time and Material basis. payment will be made by the Owner only in respect of the transporting units. When Equipment is moved under its own power it shall be deemed to be working. The method of moving Equipment and the rates shall be subject to the approval of the Contract Administrator. GC 8.02.04.07 Payment for Hand Tools .01 Notwithstanding any. other provision of this Section, no payment shall be .made to.the.Contractor for or in respect of Hand Tools or equipment that are tools of the trade. GC 8.02.04.08 Payment for Work By Subcontractors . .01 Where the Contractor arranges for Work on aTime and Material Basis, or.a part of it, to be performed by Subcontractors-. on .a.Time' and...Material .basis."and..has...,received ~apprpval. prior to the commencement. of.' such '. work,' ~in accordance witt:l.::.the)~requirements~:of:!:Subsection.: GC. 3.10, . Subcontracting by the Contractor; the Owner will pay the 'costiofWork,oo<a-Tme:and.;,Material Basis by1he Subcontractor calculated-as.jf the .Contractor had.donethe.Work..gn.~Ti~and,Material Basis, plus'a markup calculated on the following basis: a) 20% of the first $3,000; plus b) 15% of the amount from $3,000 to $10,000; plus c) 5% of the amount in excess of $10,000, .02.No further markupWll be applied regardless-ot.the extent towhich.the work is assigned or sublet to 'others. If work is:assignedor. sublet..to an associate,. as defined by the. Securities Act no markup whatsoever will be applied, . GC 8.02.04.09 Submission of Invoices .01 At the start of the Work 'on a Tme and Material Basis, the Contractor -shall.provide, the applicable , labour and. Equipment rates not already submitted to.the Contract Administrator during the course of such work. .02 . Separate-summaries shall be'completed by the Contractor according to thestaOdard for:m"Summary for Payment .of Accounts on a Time, and Material Basis", Each . summary shall include the order number and covering dates of the work and shall itemize separately labour, Materials and Equipment Invoices for Materials, Rented Equipment and other charges incurred by the Contractor on the Work on a Tme and Material Basis stullllbe included with each.summary.-,-."c,;; ... .,--.;.--., . -..' ::03 Each month .the..ContractAdministratorwill includewitb the.monthly~pr.qJ~.~~e~,~~te. the costs of the Work on a Tme and Material Basis incurred during the preceding month all in ... accordance with the contract administrative procedures and the Contractor's invoice of the Work on a Time and Material Basis. .04 The final "SummarY for Payment of Accounts on a Time and Material Basis" shall be submitted by the Contractor within 60 Days after the completion of the Work on a Time and Material Basis. .. .. ~ .. .. GC 8.02.05 Final Acceptance Certificate .01 After the acceptance of the .Work .the Contract Administrator will issue the Final AcCeptance Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance Certificate will not be issued until all known deficiencies have been adjusted or corrected, as the case may be, and the Contractor has discharged all obligations under the Contract. OPS General Condltlona c:A Contr8d . September 1999 Page 43 GC 8.02.06 Payment of Workers .01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in accordance with the labour conditions set out in the Contract and at intervals of not less than twice a month. .02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01. .03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is paid less than the amount required to be paid under the Contract, the Owner may set off monies in accordance with clause GC 8.02.03.11, Owner's Set-Off. GC 8.02.07 Records .01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the Work. Extra Work and claims arising therefrom. Such Records shall be of sufficient detail to support the total cost of the Work, Changes in the Work. and Extra Work. The Contractor shall preserve all such original Records until 12 months after the Final Acceptance Certificate is issued or until all claims have been settled, whichever is longer. The Contractor shall require that Subcontractors employed by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra Work and claims arising therefrom for a similar period of time. .02 If, in the opinion of the Contract Administrator, Daily Work Records are required, such records shall report the labour and Equipment employed and the Material used on any specific portion of the Work. The Daily Work Records shall be reconciled with and signed by the Contractor's representative each day. - .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. The Contractor shall supply _ certified copies of any part of its Records required whenever requested by the Owner. GC 8.02.08 Taxes and Duties .01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for this Contract, and this change could not have been anticipated at the time of bidding, the Owner will increase or decrease Contract payments to account for the exact amount of tax change involved. .02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract Administrator on fonns provided by the Contract Administrator to the Contractor. Such claims for additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance. .03 Where the Contractor benefits from a change in Canadian Federal or Provincial taxes, the Contractor shan submit to the Contract Administrator, on forms provided by the Contract Administrator, a statement of such benefits. This statement shall be submitted not later than 30 Days after Final Acceptance. .04 Changes in Canadian Federal or Provincial taxes which impact upon commodities, which when left in . place form part of the finished Work, or the provision of services, where such services form part of the Work and where the manufacture or supply of such commodities or the provision of such services is carried out by the Contractor or a Subcontractor, are subject to a claim or benefit as detailed above. Services in the latter context means the supply and operation of eqUipment, the provision of labour and the supply of commodities, which do not form part of the Work. Page 44 OPS. General Conditions d ContnIc::t . September 1999 ~ \ J .~ J J J J J .J J J J J J J .J j j J j J ~ '- l.. ... GC 8.02.09 Liquidated Damages .01 When liquidated damages are specified in the Contract and the Contractor fails to complete the Work in accordance with the Contract, the Contractor shall pay such amounts as are specified in the Contract Documents. ... ... l.. ... ... ... ... ... II. ir. .. l L .... ... ... OPS General Conditions d Contl'8Ct . 5eptembef 1899 Page 45 ,. . ~. J .' - ,'. j . .J .J j J J . J j ; J .J .J j j .J J J J J o