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Home My WebLink About2008-058 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2008 - 058 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Ron Robinson Limited, Bowmanville, Ontario for the Culvert and Bridge Improvements at Concession Road I, 5,6 and 7. 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, Ron Robinson Limited, Bowmanville, 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 7t11 day of April, 2008. By-law read a third time and finally passed this 7t11 day of April, 2008. ~ [ I'j AGREEMENT '.; THIS AGREEMENT made in quadruplicate BETWEEN: RON ROBINSON LIMITED 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 CLARlNGTON hereinafter called the Purchaser THEPARITOFTHESECO~PART wrrNESSETH, that the party of the first part, for and in consideration of the payment or payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read herewith and form part of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof have been embodied herein. Page 1 of3 t DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS ;l Culvert and Bridge Improvements, Contract No. CL2008-4, Municipality of Clarington !,; !' Addendum No.1 dated, FebrulU)' 8, 2008 Addendum No.2 dated, FebrulU)' 20, 2008 Addendum No.3 dated, F ebrulU)' 22, 2008 Addendum No.4 dated, FebrulU)' 26,2008 Addendum No.5 dated, FebrulU)' 27,2008 SCHEDULE (A) GENERAL CONDmONS SCHEDULE (B) STANDARD TERMS & CONDmONS SCHEDULE (C) SPECIFICATIONS SCHEDULE (0) PLANS SCHEDULE (E) STANDARD DRAWINGS SCHEDULE (F) CONTRACTOR SAFETY - POLICY AND PROCEDURE SCHEDULE(G) TENDERFORM SCHEDULE (II) AGREEMENT TO BOND SCHEDULE (I) INFORMATION SHEETS SCHEDULE (J) NOTICE OF "NO BID" SCHEDULE (k) QUESTIONS FOR CLARIFICATION SCHEDULE (L) ADDRESS LABEL 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 Septemher IS, 2008. IN CONSIDERA nON 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 ofthe Purchaser. Page 2 00 ~ ~ " " 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: RON ROBINSON LIMITED lL [1-==----- pL{ ~.~ 2..(,. t-oJ 0 ? in the presence of ) ) ) ) ) Date ) ~ ct/)Jf{;$JU M-f ~ /~au ~Iot Date / / SIGNED and sealed by the Purchaser: THE CORPORA nON OF THE MUNICIPALITY OF CLARINGTON ~~yor in the presence of P:1DepI: 42\42-6S 106-0S\5pe-=s\CUOOI-4-AGR,doc ) ) ) ) ) ) ) ) ) ) ) Date '- ------- Date :::June \"2 \ 2o:.:IZ Page 3 00 ~ ft .. ;j CWJ!Jgtoo VIA: PHONE & FAX February 8, 2008 ATTENTION ALL BIDDERS Dear Sir/Madam: RE: Tender No. CL2008-4 - Culvert and Bridge Improvements ADDENDUM NO.1 Bidders are hereby advised of the following addendum for the above noted Tender. Page 54, Tender Form: Currentlv Reads: GST @ 6% of the above Should Read: GST @ 5% of the above Page 55. Tender Form - Signature Paae: Page 55 has been amended to include additional clauses "Declarations" and an area to acknowledge addenda. A copy of the revised form is provided to replace the original and must be submitted as part of the bid submission. All submissions must be in accordance with this addendum. Yours truly, Jerry Barber, Manager Purchasing Division ~ " ! Clar1n l.eading the Way iglOO February 20lh, 2008 VIA: PHONE, FAX & WEBSITE To All Bidders RE: ADDENDUM #2 CL200B-4, CULVERT AND BRIDGE IMPROVEMENTS Please find attached revised Page 54 for the above noted tender. Please insert this page into your tender document and discard the original page provided. Page 54 of 60, Schedule G, Tender Form: 1800mm x 1300mm x 900mm CSP Elli se 11900mm x 450mm 0 CSP 18000mm x 1300mm x 900mm CSP EIIi se 13000mm x 450mm 0 CSP Clarification: An inquiry has been received concerning the maintenance period for this project. IN response to the inquiry Page 6 of 50, Schedule A, General Conditions, has been revised. Please insert this page into your tender document and discard the original page provided. All tender submissions must be in accordance with this addendum. Thank you for your assistance in this matter. Yours truly, Jerry Barber, Purchasing Manager TRP/rp cc: Randy Pickle, Totten Sims Hubicki Larry Postill, Supervisor, Operations Department CORPORATION OF THE MUNICIPALITY OF CLARlNGTON 40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO L 1C 3A6 T (905)623-3379 F (905)623-3330 ~ C1iJJiIlgfoo VIA: PHONE, FAX & WEBSITE February 22, 2008 ATTENTION ALL BIDDERS Dear Sir/Madam: RE: Tender No. CL2008-4 - Culvert and Bridge Improvements ADDENDUM NO.3 Bidders are hereby advised of the following addendum for the above noted Tender. Paoe No. Page 28, Drwg Page 29, Drwg Page 30, Drwg Page 31, Drwg Page 32, Drwg Page 33, Drwg Currentlv Reads Part B - Cu Ivert 9851 0 Part C - Culvert 98528 Sheet 1 of 2 Part C - Culvert 98528 Sheet 2 of 2 Part D - Culvert 99032 Part F - Cu Ivert 99528 Sheet 1 of 2 Part F - Culvert 99528 Sheet 2 of 2 Should Read Part A - Culvert 98510 Part B - Culvert 98528 Sheet 1 of 2 Part B - Culvert 98528 Sheet 2 of 2 Part C - Culvert 99032 Part D - Culvert 99528 Sheet 1 of 2 Part D - Culvert 99528 Sheet 2 of 2 Bidders are instructed to note the above revisions to the pages noted. The intent is to have the drawing designations correspond to the reference shown on the bid form. Revised drawings are available on the Municipal Webslte www.c1arinoton.net and can be downloaded in 11" x 17" as part of the electronic copy of addendum #3. All submissions must be in accordance with this addendum. Yours truly, Jerry Barber, Manager Purchasing Division cc: R Pickle, TSH L. Postill, Roads Supervisor, Operations Dept. ~ , !! Wednesday, April 30, 2008 Via: Phone and Fax To All Bidders RE: ADDENDUM #4 CL2008-4, CULVERT AND BRIDGE IMPROVEMENTS Please find attached revised Pages 53 and 54 for the above noted tender. Please insert this page into your tender document and discard the original page provided. Page 53 of 60, Schedule G, Tender Form: 21000mm x 2200mm x 1000mm CSP EIIi se 21000mm x 2130mm x 1400mm CSP Pi 1800mm x 450mm 0 CSP 13000mm x 450mm 0 CSP All tender submissions must be in accordance with this addendum. Thank you for your assistance in this matter. Yours truly, Jerry Barber, Purchasing Manager TRP/rp cc: Randy Pickle, Totten Sims Hubicki Larry Postill, Supervisor. Operations Department CORPORATION OF THE MUNICIPALITY OF CLARlNGTON 40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO L 1C 3A6 T(905)623-3379 F (905)623-4169 -~ Cl!J!Jllgtoo VVednesday, 27, 2008 Via: Phone and Fax To All Bidders RE: ADDENDUM #5 Cl2008-4, CULVERT AND BRIDGE IMPROVEMENTS 1. Please find attached revised Page 54 for the above noted tender. Please insert this page into your tender document and discard the original page provided. Page 54 of 60, Schedule G, Tender Fonm: 18000mm x 1390mm x 970mm CSP p' 13oo0mm x 450mm 0 CSP 2. Closing Date: Currently reads as follows: Closing Time and Date (Local Time): 2:00:00 p.m. (local time), Wednesday, February 27, 2008 Should read as follows: Closing Time and Date (Local Time): 2:00:00 p.m. (local time), Friday, February 29", 2008 All tender submissions must be in accordance w~h this addendum. Thank you for your assistance in this malter. Yours truly, Jerry Barber, Purchasing Manager TRPlrp cc: Randy Pickle, Tollen Sims Hubicki Larry Postill, Supervisor, Operations Department CORPORATION OF THE MUNICIPALITY OF CLARlNGTON 40 TEMPERANCE STREET, BOVVMANViLLE, ONTARIO L 1C 3A6 T(905)623-3379 F (905)623-4169 Clem- II LeadiJlgt~ Municipality of Clarington TENDER CL20084 CULVERT AND BRIDGE IMPROVEMENTS CONTENTS: SCHEDULE (A) GENERAL CONDITIONS SCHEDULE (B) STANDARD TERMS & CONDITIONS SCHEDULE (C) SPECIFICATIONS SCHEDULE (D) PLANS SCHEDULE (E) STANDARD DRAWINGS SCHEDULE (F) CONTRACTOR SAFETY - POUCY AND PROCEDURE SCHEDULE (G) TENDER FORM SCHEDULE (H) AGREEMENT TO BOND SCHEDULE (I) INFORMATION SHEETS SCHEDULE (J) NOTICE OF "NO BID" SCHEDULE (k) QUESTIONS FOR CLARIFICATION SCHEDULE (L) ADDRESS LABEL CLOSING TIME AND DATE: 2:00:00 P. M. (LOCAL TIME) Friday, February 29, 2008 NOTICE TO BIDDERS PAGE 2-6 PAGE 7 - 14 PAGE 15-27 PAGE 28 33 PAGE 34 - 43 PAGE 44 - 51 PAGE 52-55 PAGE 56 PAGE 57 PAGE 58 PAGE 59 PAGE 60 ANYONE DOWNLOADING THIS DOCUMENT AND WISHING TO SUBMIT A BID MUST ENSURE THAT THEY HAVE REGISTERED WITH PURCHASING. BY REGISTERING, YOU WILL BE ADDED TO THE BIDDERS MAILING LIST AND WILL RECEIVE ANY ADDENDUM THAT MAY BE ISSUED WITH RESPECT TO THIS DOCUMENT. FAILURE TO REGISTER MAY RESULT IN YOUR BID BEING DISQUALIFIED. TO REGISTER, PLEASE COMPLETE THE REGISTRATION FORM LOCATED ON THE MUNICIPAL WEB SITE. ADDENDUM INFORMATION ALTHOUGH WE WILL ATTEMPT TO FAX ANY ADDENDUM TO THE REGISTERED BIDDERS FOR A PARTICULAR BID, ALL BIDDERS ARE TO NOTE THAT ANY ADDENDUM(S) TO ANY TENDER/FORMAL QUOTATION WILL BE POSTED ON THIS WEB SITE. IT IS THE BIDDER'S RESPONSIBILITY TO CHECK THIS WEB SITE OFTEN FOR ANY ADDENDUM. TO FIND THE ADDENDUM(S) FOR ANY PARTICULAR BID, PLEASE CLICK ON REGISTER TO BID AND ENTER USERNAME AND PASSWORD. ONCE YOU CONFIRM YOUR VENDOR INFORMATION, YOU WILL BE FORWARDED TO THE PAGE WITH THE ORIGINAL BID DOCUMENTS AND ANY ADDENDUM(S). LATE BIDS WILL NOT BE ACCEPTED, BUT RETURNED UNOPENED TO THE RESPECTIVE BIDDER BIDS NOT SIGNED WILL BE REJECTED BIDS MUST BE TYPED OR IN INK ERASURES OR NOTICEABLE CHANGES MUST BE INITIALLED BY THE BIDDER BIDDERS MUST NOT INCLUDE RESTRICTIVE OR CONDITIONAL STATEMENTS TO ALTER THE FORMAT OR INTENT OF THE TENDER THE LOWEST OR ANY TENDER NOT NECESSARILY ACCEPTED TENDERS MUST BE RETURNED ON THE FORMS PROVlDED AND IN THE ENVELOPE SHOWING THE FIRM NAME, TENDER NUMBER AND TENDER NAME OR BY USING THE ADDRESS LABEL ATTACHED TO THIS TENDER. THE TENDER OPENING MEETING IS SCHEDULED TO TAKE PLACE AT 2:15:00 PM AFTER THE CLOSING TIME AND DATE, IN MEETING ROOM tllC. MAIN FLOOR, 40 TEMPERANCE STREET, BOWMANVILLE. ONTARIO. AND INTERESTED BIDDERS ARE INVITED TO ATTEND. ISSUED BY: JERRY BARBER. C.P.P.O. PURCHASING MANAGER TELEPHONE: 905-623-3379. EXT. 402 SANDRA MCKEE SENIOR BUYER TELEPHONE: 905-623-3379. EXT. 401 Page 2 of 60 Tender CL2008-4 t THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (A) GENERAL CONDITIONS: Tenders, prepared on the forms and sealed in the envelope provided or sealed in an envelope with the down-loaded label clearly affixed to the front of the envelope will be received at: Corporation of the Municipality of Clarington, The Office of the Municipal Clerk 40 Temperance Street, Bowmanvllle, Ontario until the specified closing time and date of: 2:00:00 P.M. Local Time Friday, February 29, 2008, Tenders must be time-stamped at the above noted location to be considered. Late submissions will not be accepted and will be returned unopened without exception. The use of the mail or courier services for delivery of a Tender will be at the risk of the Bidder. The Tender must corne inlD the possession of the above-mentioned representative of the Municipality before the deadline for submission or the Tender will be retumed to the Bidder unopened. In the event that the Tender is hand delivered and is received past the deadline for submission, the Tender envelope will be time stamped and retumed unopened to the deliverer immediately. In the event that the Tender is received by a means other than 'in person' and is received past the submission deadline, iI will be time stamped and retumed unopened by courier. Note: Since Tenders must be submitted in a sealed envelope, submissions by facsimile or electronic delivery, secured or otherwise, are not acceptable. The onus unequivocally remains with the Bidder lD ensure that Tenders are delivenad lD the Municipal Clerk, Clerks Office, 2nd Floor, before the deadline for submission, in accordance with the submission instructions. Requests for adjustments lD submilted Tenders by telephone, fax or electronically will not be considered. The Municipalily shall not be liable for any cost of preparation or presentation of Tenders, and all Tenders and accompanying documents submitted by the Bidder become the properly of the Municipalily and will not be retumed. There will be no payment to Bidders for work related to and materials supplied in the preparation, presentation and evaluation of any Tender, nor for the Contract negotiations whether they are successful or unsuccessful. The Municipality, iIs elected officials, employees and agents shan not be responsible for any liabilities, costs, expenses, loss or damage incurred, sustained or suffered by any Bidder, prior or subsequent to, or by reason of the acceptance, or non-acceptance by the Municipality of any Quotation, or by reason of any delay in the acceptance of any Tender. Scace of Work: This contract wili cover the repairs and improvements at a number of culvert sites and drainage improvements, as required by the Director of Operations or his representative. The work involves CSP culvert replacement, CSP culvert extension, and dilching at a number of sites within the Municipality of Clarington under the conditions outiined hereafter and at the unit prices indicated in Schedule "G" Tender Form. Page 3 0160 Tender Cl2008-4 ~ ~ ! THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (A) GENERAL CONDITIONS Tender Deoosils: $ 20,000.00 or less 20,000.01 to 50,000.00 50,000.01 to 100,000.00 100,000.01 to 250,000.00 250,000.01 to 500,000.00 500,000.01 to 1,000,000.00 1,000,000.01 to 2,000,000.00 2,000,000.01 and over $ 1,000.00 2,000.00 5,000.00 10,000.00 25,000.00 50,000.00 100,000.00 200,000.00 NOTE: Bid bonds issued by a surety approved by and in a form containing terms satisfactory to the Municipality's Treasurer will be accepted for tenders valued over $50,000.00. Bid deposit must be enclosed in the envelope with your tender. All tender bid depos~s will be returned to the respective bidders within ten (10) days after the Tenders have been opened except those of the two (2) low bidders, which shall be retained by the Municipal~ of Clarington until the successful bidder has executed the Contract. 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 materiais 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 wilh the tender bid. A Letter of Agreem entto Bond is provided (See Schedule H) or a Bonding company's standard "Agreement to Bond" forms are acceptable. Prices: All bids shall be open for acceptance for a period of ninety (90) days after the closing time and dale. After this time elapses, the bid may only be accepted w~h the consent of the successful bidder. The lowest or any tender not necessarily accepted. Sales Tax: Tenderers shall include in all prices, any Provincial Sales Tax, if applicable, for i1ems bid. The Federal Goods and Services Tax shall be shown extra where indicated. "-4 of eo Tender Cl.2Q()8.4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (A) GENERAl CONDmONS: (continued) Qualitv and WorkmanshiD: The wor1<manship and quality of work shall be first class in all respect, and shall be subject to inspection and approval by the Director of Operations, or his delegate, of the Corporation of the Municipality of Clarington. Material sampling, for quality assurance testing, shall be taken by the Contract Administrator, as the work progresses, at the sole discretion of the Contract Administrator. PaYment Payments will be based on the unit prices tendered. Quantllies: All quantities will be measured in metric only and payments based on the same. Adiustment to Contract Wllhout invalidating the contract, the Municipality of Clarington may add or subtract to the contract in the amount of not exceeding twenty-five percent (25%) to adjust to the actual work to be perfomned based on the unit tendered prices only and are furnished without any liabillly on behalf of the Municipallly and shall be used as a basis for comparison only. The Municipality shall have the right, which maybe exercised from time to time to cancel an uncompleted or unperformed portion of the work or part thereof. Insurance: The contractor shall maintain iiabillly insurance with any Insurance Company acceptable to the Municipality of Clarington to save harmless and indemnify both the Municipality, TSH Associates and the Contractors against property damage, personal injury, Induding death which may arise from operations within this contract. The Municipality shali be added to the contracto(s Insurance Policy as addIIional cov...age. Such insurance shall be not less than $3,000,000.00 Public Uability coverage. A certifICate of insurance must be provided to the Municipallly of Clarington. Any damages to any or all properties as a result of the work performed by the contractor, will be repaired at the expense of the contractor to the satisfaction of the Director of Operations or his delegate. twSIB) WorkDlace SafelY and Insurance Board: The contractor shall maintain coverage and pay all assessments under applicable (WSlB) Workplace Safety and Insurance Board legislation and regulations. A Certificate of Clearance to be submitted prior to commencement of contract and every sixty (60) days throughout the contract. Safety: The Contractor shall obey all Federal, Provincial and Municipal Laws, Acts, Ordinances, Regulations, Orders-in - Council and By-Laws, which could in any way pertain to the work ouUined in the Contract or to the Employees of the Contractor. Without limlling the generality of the foregoing, the Contractor shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the p..-tormance of the Contractor's obligations under this Contract. "-50160 Tender Cl2OD8-4 ~ ! THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (A) GENERAl CONDITIONS: (continued) Contract Time and Uauidated Damaaes (1) Time Time shall be the essence of this Contract. For purposes of this Contract, GC 1.04 of the OPSS 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 All works shall be completed by September 15'", 2008 The Contractor shall complete the works at Culverts 98510, 98528 and 99528 during the period July 1", 2008 and September 15'h, 2008. If the contract time specified above is not sufficient to permit completion of the work by the Contractor working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and/or augmented daylight shifts will be required throughout the life of the contract to the extent deemed necessary by the Contractor to insure that the work will be completed within the contract time specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed therefore. If the Contractor is delayed in the completion of the work by reason of: (i) any breach of contract or prevention by the Owner, by any other Contractor of the Owner or by any employee of anyone of them; (ii) non-delivery of materials supplied by the Owner. (iil) any cause beyond the reasonable control of the Contractor as substantiated by him 10 the satisfaction of the Contract Administrator. The time for completion shall be extended in writing at any time on such terms and for such period as shall be determined by the Contract Administrator and notw~hstanding such extension, time shall continue to be deemed of the essence of this Contract. (3) Liquidated Damages In case the Contractor shall fail to complete the works hereunder, in accordance with the specifications and to the satisfaction of the Engineer, within the time specified. the Contractor shall pay to the Corporation the full cost of Inspectors' wages and the cost of other supervision for each and every day that the work shall remain unfinished after the respective time specified as part of lhe liquidated damages. Based on an average 12 hour weekday, it is estimated that these liquidated damages would be approximately $1 ,Ooo/day. It should be noted however, that the liquidated damages will be based on any and all actual costs incurred by the Corporation. The Corporation may deduct and retain the amounts of such liquidated damages out of the monies which may be due or become due to the Contractor. February 20, 2008 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DEPARTMENT CULVERT AND BRIDGE IMPROVEMENTS Page 6 of 60 Tender CL2008 - 4 t Addendum NO.2 SCHEDULE (A) GENERAL CONOmONS: (continued) Mandalorv Pre-Construction Meetina The Contract Aaninistralor, Totten Sims Hubicki Associates shall arrange a mandatory pre-c:onstruction meeting with Municipality and the suc:c:essful bidder upon award of the contract and prior to the start of construction. Proiect Oversiaht During the Tender phase inquiries regarding the documents shall be directed to: Jerry D. Barber, C.P.P.O. Purchasing Manager 905 623 3379 (Ex!. 402), Fax # 905 623-3330 Bidders are referred to Schedule K - Questions for Clarificatian Form. During the Tender phase site visits are the responsibility of the bidder. See Schedule (B), Seeton 25, Standard Terms and Conditions. During the Construction phase project oversight shall rest with the Owner's Director of Operations: Mr. Frederick J. Horvath, BA, RD.M.R, RR.FA Director of Operations Telephone 905 263 2291 (Ex!. 523) Fax # 905 263 4433 The Director of Operations exercises overall contral for the project on behalf of the Municipality. He will in turn delegate responsibility aslwhen necessary to staff of the Municipality and/or to a consultant, in either case referred to herein as his nominee, whensoever and howsoever he deems suitable to realize the best interests of the Municipality. Guaranteed Maintenance That the Contractor shall guarantee and maintain the entire work called for under this Contract for a period of twelve (12) 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 shail be final as to the necessity for repairs or for any work to be done under this section. "-7ol60 T onder CI..2OO8-4 ~ THE CORPORATION OF THE MUNICIPAlITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (8) STANDARD TERMS AND CONDITIONS 1. DEFiNITIONS Municipality - The Corporation of the Municipality of Clarington, its successors and assigns. Bidder - The person, firm or corporation submitting a bid to the Municipality. Company - The person, contractor, firm or corporation to whom the Municipality has awarded lhe contract, it successors and assigns. Contract _ The purchase order authorizing the company to periorm the work, purchase order alterations, the document and addenda, the bid, and surety. Subcontractor _ A person, firm or corporation having a contract with the company for, or any part of, the work. Document _ The document(s) issued by the Municipality in response to which bids are invited to perionn the work in accordance with the specifications contained in the document. Bid - An offer by a Bidder in response to the document issued by the Municipality. Work _ Ail labour, materials, producls, articles, fixtures, services, supplies, and acts required to be done, fumished or periormed by the company, which are subject to the Contrac!. 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. The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless othelWise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier envelopes or other coverings. The bid must be signed by a designated signing officer of the Bidder. ff a joint bid is submitted, it must be signed on behaff of each of the Bidders. The bid must be legible, written in ink, or typewritten. Any form of eras...e, strikeout or over-writing must be initialed by the Bidde(s authorized signing officer. The bid must not be restricted by a covering letter, a slalemenl added, or by alterations to the document unless otherwise provided herein. Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's bidder's list. A bid received atter the closing date and time will not be considered and will be returned, unopened. Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final. 3. CONTRACT The contract consists of the documents aforementioned. The conb"act 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. Page 8 of 60 Tender Cl.20()8.4 -~ H- IT i THE CORPORATION OF THE MUNICIPALllY OF ClARlNGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (8) STANDARD TERMS AND CONDITIONS (continued) The intent of Ihe contract is that Ihe Company shall supply work which is fil and suitable for the Municipality's intended use and complete for a particular purpose. None of the conditions contained in the Bidde(s standard or general conditions of sale shall be of any effect unless expliciUy agreed 10 by the Municipality and specifICally referred 10 in the purchase order. 4. ClARIFICATION OF THE DOCUMENT Any c1arificalion of the document required by the Bidder prior 10 submission of its bid shall be requested Ihrough 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 win be in the form of a written addendum. No officer. agent or employee of the Municipality is authorized to aller orally any portion of the document. 5. PROOF OF ABILITY The bidder may be required to show, in terms of expertence 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 wllhin the period set out herein as the guaranteed period of delivery or completion after receipt of a purchase order therefore. A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or 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 10 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 conlract. 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 duratton of the contract. Prices bid must include all incidental costs and the Company shall be deemed 10 be satisfied as \0 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 fun compensation for all cosls related to the work, including operating and overhead costs to provide work 10 the satisfaction of the Municipality. All prices quoted shall indude applicabiie customs duty, excise tax, freight, insurance, and all other charges of every kind attributable to the work. Goods and Services Tax and Provinctai Sales Tax shall be extra and not shown, unless otherwise specified herein. Page 9 of 60 Tender Cl2OQ3.4 t THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) If the Bidder intends to manufaclure 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 tile importer of record for customs purposes. Should any addilional tax, duty or any variation in any tax or duty be imposed by the Government of Canada or the Province of Ontario become direcUy applicable to work specified in this document subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be made to compensate for such changes as of the effective date thereof. 8. TERMS OF PAYMENT Where required by the Construction Lien Act appropriate monies may be held back until 60 days after the completion of the work. Payments made hereunder, including final payment shall not relieve the company from its obligations or liabilities under the contract Acceptance by the company of the final payment shall constitute a waiver of claims by the company against the Municipality, except those prevtously made in writing in accordance with the contract and still unsettled. 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 iI. Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contracl requirements being completed and work being deemed satisfactory. g. PATENTS AND COPYRIGHTS The company shan, 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 righ~ and shail pay to the Municipality an costs, damages, charges and expenses, including its lawyers' fees on a solicitor and his own cfient basis occasioned to the Municipality by reason thereof. .;. The company shall pay all royalties and patent license fees required for the work. If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's expense, replace the infringing work with non-infringing work or modify iI so that the work no longer infringes. 10. ALTERNATES Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any bid propOSing an alternate will not be considered unless otherwise specified herein. 11. EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final. 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. 13. FINANCING INFORMATION REQUIRED OF THE COMPANY The Municipality is entiUed to request of the Company to furnish reasonable evidence that financial arrangements have been made to fulfIll the Company's obligations under the Contract "- 10 0160 Tender Cl2OO8-4 ~ " THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (8) STANDARD TERMS AND CONDmONS (continued) 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 ensumg similar compliance by suppliers and subcontractors. The conlract shall be governed by and interpreted in accordance with the laws of the Province of Ontario. 15. CORRECTION OF DEFECTS II al any time prior to one year after the actual delivery date or completion of the work (or specllied warranty/guaranlee period II longer than one year) any part of the work becomes defective or is dellcient or fails due to defect in design, matenal or workmanship, or otherwise fails to meet the requirements of lhe 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 lIems 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 who1e 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 lime. 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: oommits 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 lis creditors; then, in any such case, the Municipality may. without notice: terminate the contract. b. lithe company: fails to comply with any request, instruction or order of the Municipality; or fails to pay lis accounts; or falls to comply with or persisten~y disregards statutes, regulations, by-laws or directives of relevant authorities relating to the work; or fails to prosecute the work wilh 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 lis 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. d. lithe Municipality terminates the contract, it is entiOed to: i) take possession of aU work in progress, materials and construction equipment then at the project sile (at no additional charge for the retenlion or use of the construction equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstances; 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; Page 110160 Tender CL2OO8-4 -l ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (8) STANDARD TERMS AND CONDITIONS (continued) .i) 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). 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 war\< or pari 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 war\<. 19. QUANTITIES Unless otherwise specified herein, quan1i1ies are shown as approximate, are not guaranteed to be accurate, are furnished without any Iiabmty on behalf of the Municipality and shall be used as a basis for comparison only. Payment will be by the unll complete at the bid price on actual quantities deemed acceptable by the Municipality. 20. SAMPLES Upon request, samples must be submit1ed strictly in accordance with instructions. ~ samples are requested ubsequent to opening of bids, they shall be delivered within three (3) war\<ing days following such request. unless dditionaltime is granted. Samples must be submitted free of charge and will be returned at the bidde(s expense, upon request, provided they have not been destroyed by tests, or are not required for comparison purposes. T'Je acceptance of samples by the Municipality shall be allls sole discretion and any such acceptance shall In no . ay be construed to imply relief of the company from lis Obligations under the contract. Samples submilled must be accompanied by current Material Safety Data Sheets (MSDS) where apPlicable. 21. SURETY The successful tenderer shall, ~ the Municipality in its absolute discretion so desires. be required to satisly 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 Municipatily unlil60 days after the day on which all war\< covered by the contract has been completed and accepted. The surety may be returned before the 60 days have elapsed providing satisfactory evidence is provided thai all liabilities incurred by the company in carrying out the war\< have expired or have been satisfied and that a Certificate of Clearance from the WSIB. Workplace Safety Insurance Board has been received. The company shall, If the Municipality in its absolute discretion so desires. be required to satisly fidelity bonding requirements by providing such bonding in an amount and form determined by the Municipality. Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall make the award of the Contract by the Municipality subject to wllhdrawal. 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 Operata(. Upon request by the Municipallly, an original Leller of Good Standing from the Workplace Safety and Insurance Board shall be provided prior to the commencement of war\< 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 Munlcipallly wiD not be liable to the Board for future payments in connection with the Company's fulfillment of the contract. Further Certificates of Oearance or other types of certificates shall be provided upon request. Page 12 of 60 Tend", Cl.2llM4 ~ ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (B) STANDARD TERMS AND CONDITIONS (continued) For Independent conlractors I Owners I Operators who do not have WSIB coverage, the following shall be provided upon re~st by the Calling Agency: Single Independent Contractors I Owners I Operators shall provide a letter from the Workplace Safety & Insurance Board confinning Independent operator status and identification number. To obtain this, contractors must complete the fonn "Determining workernndependent Operator status", issued by the Workplace Safety & Insurance Board. (For more information, pleese contact your local Workplace Safety & Insurance Board Office and refer to this dause.) Single Independent Contractors I OWners I Operators must also provide a certificate from the Workplace Safety & Insurance Board conflnning they have purchased the optional WSIB coverage. The Municipality of Oaringtoo has the right to reject any bid it deems to provide insuffleient 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 and Totten Sims Hubicki Associates lim~ed as additional insureds in respect of all operations perfonned by or on behalf of the Company. A certified copy of such policy or certiflC3te shall be provided to the municipality prior to commencement of the work. Further cerlifled copies shall be provided upon request. 24. L1ABIt.lTY The company agrees to defend, fully indemnify and save hannless 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 01 the contract, save and except for damage caused by the negligence of the Municipality or ~s 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 01 Its employees shall be made a party to any charge under the Occupational Health and Safety Act in relation 10 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 comprel1ensive 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 26. SAf ETY The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in- Council and 8y~aws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. Wilihout limiting the generality of the foregoing, the Company shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made there under. on a contractor. a Constructor andlor Employer with respect to or arising out of the performance of the Company's obligations under this Contract. Page 13 of 60 Tender CL2001l-4 ~ I'f Ii THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (B) STANDARD TERMS AND CONDmONS (continued) The Company shall be aware of and confonn to all governing regulations including those established by the Municipality relating to employee health and safety. The Company shaR keep employees and subcontractors infonned of such regulations. The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. 27. UNPAID ACCOUNTS The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating to the 'Mlrk. The Munlcipallly 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. 2B. SUSPENSION OF WORK The Municipality may, without invalidaling the contract, suspend perfonnance by the company from time 10 time of any part or all of the work for such reasonable period of time as the Municipality may delenmine. The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. 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. 30. CONFLICT OF INTEREST No employee or member of Council of the Municipality shall sell goods or services to the Municipality in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a Company or own a Company which selts goodS or services to the Municipality. 31. MUNICIPAL FREEDOM OF INFORMATION AlND PROTECTION OF PRIVACY ACT lMFIPPAl All correspondence, documentation, and infonnation 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 Infonnatlon and Protection of Privacy />d. and may be subject to release pursuant to the Act. Offerers are reminded to identify in their proposal material any specific scientific, technical, commercial, proprietary, or similar confidential information, the disclosure of which ooukl cause them injury. Complete proposals are not to be identified as confidential. 32. CRIMINAL BACKGROUND CHECKS "The successfui service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perfonn a criminal background check including Criminal Code (Canada) oonvictions, pardoned sexual offences, records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and Food and Drugs />d 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. Page 140160 Tender Cl.2OOlI-4 THE CORPORATION OF THE MUNICIPAliTY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (B) STANDARD TERMS AND CONDmONS (continued) The Municipal Issued identification card must be worn when individuals are at a site where there is direct contact with youth or where access 10 any private or reslricled area is anticipated. The Municipal identlflcation card is va6d 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 10 prohibit an Individual from coming inlo direct contact with youth or entering a private or restricted area on a regular basis and 10 terminate the contract n the bidder/partner fails to obtain or renew the Municipal identlflcation cards according 10 Municipal porlC)' and procedure. The Municipality of Claringlon reserves the right 10 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 10 this procedure. "The Chief Administrative Officer has the final say in determining any final action." -~ I, L Page 15 ol60 Tender CL.2008-4 -t THE CORPORATION OF THE MUNICIPAliTY OF ClARlNGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) 1.0 GENERAL SPECIFICATIONS The Contractor shall allow for the costs of maintenance of traffic and traffic control, as applicable, per OTM Book 7 - Temporary Conditions, in his bid process. ALL in-water works must be completed by September 15'h, 2007. ITEM NO. A2 - REMOVE EXISTING CSPA CULVERT Also include: .1 Removal of existing damaged end section to provide a straight, clean joint for attachment of new section. Any cut metal to be galvanized. ITEM NO. A3 - CULVERT Also include: .1 Field verification of the dimensions of the existing culvert, prior to ordering of materials. Item 83) .2 Pipe bedding and cover to be in accordance with OPSD 802.010. Note: Granular embedment material shall be Granular 'A'. Embedment material shall be placed and compacted in max. 300 mm lifts up to the top of the pipe. .3 All pipes shall have watertight couplers, as required. ITEM NO. AS, D2 - RIP RAP (100 mm . 200 mm D1A.) - HAND PLACED Reference: OPSS 511, OPSD 810.01 Type 'B and Contract Drawings Include: .1 Excavation and disposal of the excavated materials or placing and compaction of imported native fill as required to construct the proposed subgrade. .2 Class 1 Geotextile Finer Fabric (Terrafix 360R, Dupont Typar Style 3341 or equivalent) supplied and installed in place. .3 Supply and place 100 mm to 200 mm crushed (gabion) limestone. Note: Placing shall be done in such a manner that the surface of the finished rip rap shall have a uniform appearance and be without segregation. .4 Rip rap shall be 300 mm minimum thickness, as indicated on the Contract Drawings. .5 Payment for rip rap shall be by Lump Sum to the limits shown on the drawings. Page 18 of 60 Tender CL2Q08.4 ~ !.: THE CORPORATION OF THE MUNICIPAliTY OF ClARlNGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) ITEM NO. A6, C4 - SILT FENCE BARRIER (LIGHT DUTY) Reference: OPSS 577, OPSD 219.130 and Contract Drawings Note: The Contractor must install silt fencing where shown on the Drawings to the satisfaction of the Contract Administrator prior to commencing any excavation. The silt fence shall not be removed until the restored grass areas have successfully taken root as determined by the Contract Administrator. Include: .1 Excavation to facilitate supply and installation of silt fence prior to any construction commencement at locations shown on Contract Drawings. .2 Removal of sediment off site when directed by the Contract Administrator. .3 Maintenance of silt fence and reinstatement as required during construction. .4 Restoration 'in kind' of disturbed areas. .5 Removal of all material related to the above work, off site, upon successful restoration as determined by the Contract Administrator. .6 Payment for silt fence barrier shall be by lump Sum to the limits shown on the drawings. Payment shall be made on the fallowing basis: - 50% of approved length upon satisfactory installation. - 50% of approved length upon removal. ITEM NO. A7, B3, C3, 03 - TOPSOil AND SOD/SEED AND MULCH Reference: OPSS 570, 571 and 572 AMENDMENT TO OPSS 570 Sub-section 570.05.01 of OPSS 570, August 1990 is amended by the addition of the following: The topsoil shall be analyzed to ensure there are no deficiencies with respect to fertility levels. The soil shall consist of a minimum 4% organic matter. The phosphorous level shall be 30 ppm, :t 2 ppm. The potassium level shall be 235 ppm, :t 30 ppm. The soil shall have a base saturation of calcium of 75%, :t 10%. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0 and 7.0. A copy of the topsoil testing report shall be provided to the Contract Administrator. If the topsoil does not meet any or all of the fertility elements the soil shall be treated with the required amendments as recommended by the topsoil analysis report. Include: .1 Supply and place 100 mm or 150 mm depth of imported, screened topsoil, as shown on the drawings. .2 Rota-tilling of topsoil prior to placement of sod. .3 Fertilizer supplied in place in accordance with OPSS 571. .4 Removal of stones/debris greater than 25 mm in size before and after topsoil placement. Page 17 0160 Tender CL2008-4 -~ I~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) o No.1 Nursery Sod supplied in place by a professional landscaper, cut-in to match adjacent existing sod. Watering of the sod at a rate of not less than 22.5 Iitres per square metre (unless otherwise directed by the Contract Administrator). Adequate rolling to the satisfaction of the Contract Administrator. 'load stakes driven flush with the top of the sod. be placed on all disturbed areas. nd mulch where shown. 6s;", . md erosion control blanket where shown. .5 .6 .7 .10 .11 01 - SITE PREPARATION Under th.. "em and for the Contract price, the Contractor shall supply all labour, equipment and rr . '"rials required to complete the following works in accordance with the Contract Drawings and to the action of the Contract Administrator: . Clearing and grubbing all trees, stumps and brush to accommodate removal of the existing structure, construction of the new structure, stream improvements and roadway embankments within the right-of-way; . Removing and disposing of all obstacles of the nature of gUide rail and posts, rubble boulders, timbers, etc., not specifically provided for under other Tender Items, to accommodate construction of the new structure, backfilling, rock protection and approaches; . Removalfrelocation of fences, mailboxes, etc. as shown on the Drawings; . Clean-up and all incidental work not included in specific Tender Items. . Removal and disposal of existing CSP culverts. . Widening of shoulder to allow for installation of eccentric loader end treatment, including stripping, excavation, supply and placing of imported clean native fill, grading, minimum 300 mm Granular 'A', relocation of ditches and 100 mm of imported topsoil and staked sod (Item G1). All brush, logs, stumps and other debris resulting from the Contractor's operations under this Item shall be disposed of by the Contractor off site at a location to be arranged by the Contractor at no additional cost to the Authority and to the satisfaction of the Contract Administrator. Buming of trees, brush and other debris will not be permitted within the limits of the contract. In addition to the work required herein and further described under OPSS 201, the Contractor shall remove and dispose of all boulders within the limits of the required clearing and grubbing operation. All boulders encountered under these operations shall be disposed of away from the site at no additional cost to the County. Any damage caused by the Contractor's operations to the surrounding property shall be repaired by the Contractor at no additional cost to the County and the Contract Administrator. All removals from the site shall remain the property of the Contractor to be disposed of by the Contractor off the limits of the Contract, at a location arranged for by the Contractor at his own expense and to the satisfaction of the Contract Administrator. When hauiing rubble, excavated "-18of 60 Tender CL2008-4 ~ THE CORPORATION OF THE MUNICIPALITY OF ClARlNGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) material or fill materials from or to the site, the Contractor shall comply with the requirements of the Highway Traffic Act. Suitable excavated earth material shall be used as fill material for the roadway and embankment construction to the extent as shown on the Drawings. Surplus or unsuitable excavated material shall be stockpiled for future use in backfilling the existing aeek. The Contractor shall be responsible for making all necessary arrangements to secure areas for stockpiling surplus excavated materials. at his own expense, and to the satisfaction of the Department of Fisheries and Oceans, and the Contract Administrator. Materials excavated under this Item which are surplus to or unsuitable for the fill requirements shall be disposed of by the Contractor at his own expense, and to the satisfaction of the Contract Administrator. All trees, shrubs and other vegetation as designated by the Contract Administrator to be saved shall be carefully protected from danger or injury, during all construction operations by means of a snow fence at the dripline of the trees or as directed by the Contract Administrator. The Contractor may be required to cut only certain selected trees on certain areas, leaving the rest of the trees in the indicated areas unharmed. The price tendered for this lIem shall be compensation in full for all work associated with this Item. Work under this Item shall not commence without prior approval in writing from the Contract Administrator. OPSS 201, 206, 510 and 902 shall apply except as amended or extended herein. ITEM NO. 82, 02 . UNWATERING and siltation control Under this Item and for the Contract price, the Contractor shall carry out all work, as outlined in OPSS 902. to ensure that all concrete and granular material are placed in the dry. Discharge points of all pumps utilized in unwatering the work and removing sediments from the sediment traps shall be located away from the watercourse to permit the natural filtration of the sediments by the soil and vegetation, as directed by the Contract Administrator. The Contractor shall submit six (6) copies of his detailed drawings and specifications for his proposed method of unwatering for the Contract Administrator's review. The Contractor shall be wholly responsible for the adequacy of his method of unwatering. The Contractor is advised that all unwatering schemes shall be subject to the approval of the Department of Fisheries and Oceans, the Municpalily of Clarington and the Contract Administrator. In particular, the following work will be required: 1. Silt fences shall be installed as shown on the Contract Drawings and as directed by the Contract Administrator. Page 19 of 60 Tender ct.2OO6-4 ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CUt VERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) 2. A sediment trap shall be installed in each road ditch emptying into the watercourse at the site and the accumulated sediments shall be pumped out, as required and prior to removal of the traps, as directed by the Contract Administrator. 3. Supply all labour. materials and equipment to construct the temporary cofferdams as shown on the drawings and as directed by the Contract Administrator. Sediment control barriers (cofferdams) shall be installed to isolate the work zone from the steam at the site prior to commencement of the construction and remain in place until the work is completed. 4. The streambed shall be resurfaced with a 150 mm thickness of washed river run stone material where disturbed during construction. 5. The Contractor will be required to maintain the existing stream flows and shall control all construction work so as to not allow sediment or other deleterious materials to enter streams. No waste or surplus organic material, including topsoil is to be stored or disposed of within 30 meters of any watercourse. Run-<>ff from excavations will not be permitted to drain directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 meters from the watercourse. Where this is not sufficient or feasible to control sediment entering the watercourse, sediment traps or geotextile coverage will be required. If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto vegetative areas a minimum of 30 meters from the watercourse and not pumped directly into the watercourse. 6. No machinery shall be allowed to enter the creek bed of any watercourse. Movement of construction equipment in the vicinity of any creek 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 meters of any watercourse. The Contractor shall not stockpile construction debris or empty fuel/ pesticide containers within the Contract limits. 7. Any stockpiled materials shall be stored and stabilized away from the water. 8. The Contractor shall have on-site. at all times, an appropriate spillS management plan in place, including spill control and absorbent materials and instructions regarding their use to facilitate rapid clean-up should a spill occur. 9. Only clean material free of fine particulate matter shall be placed in the water. 10. All sediment and erosion control measures shall be inspected daily to ensure that they are functioning properly and are maintained and/or upgraded as required. 11. If the sediment and erosion control measures are not functioning properly, no further work shall occur until the sediment and/or erosion control problem is addressed. 12. All disturbed areas of the work site shall be stabilized and re-vegetated as required. 13. Sediment and erosion control measures shall be left in place until all areas of the work site have been stabilized. Page 20 of 60 Tender CL2Q06.4 ~ + , ;) THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) The Contractor shall be required to provide details of measures taken to minimize siltation of the streambed during construction to the satisfaction of the Department of Fisheries and Oceans, the Municipality of Clarington and the Contract Administrator. The Contractor shall be wholly responsible for the adequacy of his method of minimizing siltation. The Contractor is advised that no in-water works may be carried out between October 1, 2007 and July 15, 2008. In order to comply with the requirements of regulatory agencies and to avoid charges under the lakes and Rivers Improvement Act, the Fisheries Act, and/or the RIl, Construction and Alteration to Waterways Regulations, the Contractor shall prOvide an Environmental Inspector who will be required to be on site full-time during any construction activities on or near any watercourse, and must be familiar with the items of the Contract and the above legislation related to environmental protection. This individual may be the Contractor's site foreman if heJshe is appropriately qualified. The Environmental Inspector will monitor all construction activities that may negatively impact the natural environment, have the authority to stop work as necessary and order inappropriate activities to be altered or cease. He/She will be required to contact the appropriate agencies/authorities immediately in case of an infraction of the lakes and Rivers Improvement Act, the Fisheries Act, and/or the Fill. Construction and Alteration to Waterways Permit issued by the Ministry of Natural Resources and/or Federal Department of Fisheries and Oceans, or the Authorization for Works or Undertakings Affecting Fish Habitat issued by the Federal Department of Fisheries and Oceans. He/She will assume complete responsibility if any charges are laid in this regard. ITEM NO. 84, D4 - EARTH EXCAVATION FOR Culvert FOUNDATIONS Under this Item and for the Contract unit price the Contractor shall excavate all materials of whatever nature that may be encountered, including all loose material and/or organic materials, to permit the placing of the granular bedding, granular backfill and frost tapers, to the lines and grades shown on the Drawings or set by the Contract Administrator. If after excavating to the lines and elevations shown on the Drawings, the material encountered should prove to be unacceptable to the Contract Administrator as a foundation, the Contractor shall perform additional excavation as directed by the Contract Administrator, payment for which will be made under this Item. Only that excavation below the final streambed level to the plan dimensions of the bedding as shown on the Drawings, or to such additional depth as directed by the Contract Administrator will be paid under this Item. The Contract unit price for the applicable structure items will be full compensation for all other excavation which may be required for the structure including granular backfill, stream improvements and rock protection as shown on the Drawings and as directed by the Contract Administrator The Contractor shall dispose of all excavated materials, which are unsuitable for or in excess of the fill requirements under this Contract, at a location arranged for by the Contractor at his own expense and to the satisfaction of the Contract Administrator. Page 21 0160 Tender Cl.2OO6-4 t THE CORPORATION OF THE MUNICIPAliTY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) ITEM NO. B5, 05 . CLEAR STONE BEDDING Under this Item and at the Contract unit price, the Contractor shall supply, place and compact the stone material required for the culvert bedding including sufficient quantities to backfill any additional excavation authorized by the Contract Administrator below theoretical bedding level, as shown on the Drawings. The extent of the Contract unit price Item for placing stone bedding under the culvert shall be as shown on the Drawings or as revised in the field by the Contract Administrator. Where, however, the Contractor has excavated beyond these limits, he shall supply and place, to the satisfaction of the Contract Administrator, approved granular materials as required to fill the resulting excess volume. All costs of supplying and placing such additional material shall be deemed to be included in the Contract unit price. The Contractor shall supply all labour, materials and equipment to place the geotextile filter fabric to encompass the stone bedding to the culvert as shown on the drawings and as directed by the Contract Administrator. The geotextile filter fabric shall be Terrafix 270R or approved equivalent. Joints in the geotextile shall be overlapped a minimum of 600 mm. Measurement for payment of this Item shall be made in cubic metres based on the neat plan dimensions of the bedding between the limits of the ends of the precast culvert and to the depth shown on the Drawings, or as revised in the field by the Contract Administrator. ITEM NO. B6, 06, 07, 08. CORRUGATED STEEL (ELUPSE) CULVERT Under this Item and for the Contract price, the Contractor shall supply all labour, equipment and materials necessary design, fabricate, deliver to the site, and install the new corrugated steel pipes and appurtenances, all in accordance with OPSS 421 and details shown on the Drawings. The corrugated steel pipe culverts shall be fabricated, supplied and installed in accordance with the following: a) The culverts shall be of sufficient strength to support 2.3 m of fill (Item C6) or 0.7 m of fill (Item F6) and the CAN/CSA-S6-06 CHBDC Design Live Load. b) The corrugated steel pipes shall be in accordance with OPSS 1801 and shall be hot dipped galvanized in accordance with CANlCSA G164. The corrugated steel ellipse shall be 2200 mm x 1000 mm or 1300 mm x 900 mm inside dimensions and the corrugated steel pipes shall be 450 mm inside diameter. The corrugated steel ellipse/pipe shall be Hel-Cor Lock Seam corrugated steel pipe as manufactured by Arrntec Limited or approved equivalent. minimum wall thickness = 3.5 mm. c) The design shall conform to the requirements of the CANlCSA-S6-06 C.H.B.D.C. d) The Contractor shall submit shop drawings, induding joint details, to the Commissioner for review. Six copies of all drawings shall be submitted, a minimum of three weeks before commencing fabrication, as specified elsewhere in the Contract. The shop drawings shall bear the seal and signature of a Professional Engineer who is licensed by \he Professional Engineers of Ontario Page 22 0/60 Tender Cl.2OO8-4 ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) Installation of the corrugated steel pipe culvert a nd associated work will include the following work, as shown on the Drawings and as directed by the Contract Administrator. i) Under this item, the Contractor shall engage a Professional Engineer licensed in the Province of Ontario to verify, in writing to the Commissioner, the insitu soil bearing capacity of the foundation soil, prior to placing any bedding material for the Culvert. All costs associated with this requirement shall be included in the lump sum price. ITEM NO. B7, D9 -GRANUlAR BACKFILL TO CULVERT Under this Item and for the Contract price, the Contractor shall supply, place and compact in accordance with OPSS 501, the Granular 'A' material required for the culvert backfill and frost tapers, as shown on the Drawings. and as directed by the Contract Administrator. The extent of the Contract price item for placing granular backfill to the culvert shall be as shown on the Drawings. Where, however. the Contractor has excavated beyond these limits, or has failed to place earth fill up to the lower limits, he shall supply, place and compact, to the satisfaction of the Contract Administrator, either earth or granular material, whichever the Contract Administrator shall direct, as required to fill the resulting excess volume. All costs of supplying and placing such additional material shall be deemed to be included in the Contract price. Water shall be applied to the material to assist compaction, as directed by the Contract Administrator, and shall also be included in the Contract price. The Contractor shall not be permitted to use other than hand operated vibratory type compaction equipment for compaction of backfill material within the restricted zone between the back face of the culvert, where it contacts the granular bedding, upwards at a siope of 1.5 vertical to 1 horizontal. Hand operated vibratory equipment shall have an energy output no greater than 6.7 kilowatts. ITEM NO. B8, D10 - EARTH EXCAVATION (GRADING) Under this Item and for the Contract unit price, the Contractor shall provide all labour. materials and equipment required to complete the excavation of materials for the construction of earth cuts and fills, approaches, ditching and all other excavation not specifically provided for elsewhere in the Contract. The roadway embankment slopes and surrounding areas shall, upon completion of the work, be graded and trimmed in a manner satisfactory to the Authority and Contract Administrator. Materials excavated under this Item which are surplus to or unsuitable for the fill requirements shall be disposed of by the Contractor outside the right-of-way at his own expense. Measurement for payment will be by Plan Quantity. The vertical grading tolerances for the finished subgrade shall be :t 30 mm. The horizontal grading tolerances for the finished excavation and fill shall be 0.3 m. Page 23 of 60 Tender CL20Q8.4 ~ T THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) For payment purposes, the volume of material excavated in sub-excavation, if required, or over excavations where ordered by the Contract Administrator, shall be determined on the basis of three rectilinear dimensions measured as follows: a) Length and width of excavation to nearest 300 mm. b) Depth of excavation to the nearest 30 mm. No additional payment shall be made for placing of acceptable excavated material in the fill areas. No granular materials shall be placed on the sub-grade until the sub-grade has been compacted to 95% Standard Proctor Density, and approved by the Contract Administrator. If, in the opinion of the Contract Administrator, water is required to attain the required fill density as specified in OPSS 501, the Contractor shall supply such quantities as the Contract Administrator may direct and apply the water from equipment approved for that purpose. Payment for this work shall be in accordance with the applicable item. All disposal sites must be approved by the Owner, prior to placement of disposed material. ITEM NO. 89,011 . GRANULAR 'A' Under these Items and for the Contract unit prices, the Contractor shall supply, place and compact in accordance with OPSS 501, the granular materials required for the road base, and shoulders, as shown on the Drawings and as directed by the Contract Administrator. All granular materials shall be compacted to 100 Percent Standard Proctor Density. Water shall be applied to the materials to assist compaction, as directed by the Contract Administrator and shall also be included in the Contract unit prices. ITEMS NO. 810, 012 . HOT MIX HL-3 Reference: OPSS 310 & 1150 Reference: OPSS 310, 1101 (including Appendix 1101-B) and 1150 OPSS 1150 Table 6 Marshall Stability - Mix Design Criteria for all Paving Mixtures shall be amended as follows: HL-8 binder course shall have a Minimum Marshall Stability of 10,500N @ 60 .C Heavy duty binder course shall have a Minimum Marshall Stability of 12,500 @ 60 .C Subsection 1150.04.01.01 C) of OPSS 1150 shall be amended with the following Up to 20% by mass of RAP shall be permitted for HL 8 binder mixes. Page 24 of 60 Tender Cl200ll-4 -~ Ii THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (Cl SPECIFICATIONS (continued) Subsection 310.07.03 of OPSS 310 is deleted and replaced with the following: All abutting edges of existing pavement shall be prepared in accordance with Detail S-501 and 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 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 olacement 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. 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 Owner 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 of review at bl-weekly project meetings. Subsection 310.07.13 of OPSS 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 Contracto~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 Page 25 of eo TenderCl2OO8-4 ~ I! THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (e) SPECIFICATIONS (continued) 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: Each course after final compaction shall be of uniform texture and shall be free of segregation (as defined 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 60 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 310.06.01 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 1150.06.01 is amended by the deletion of the existing paragraph and its replacement with the following: 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 Page 26 of 60 Tender Cl.2OCJ8.4 ~ ~ I ~ " THE CORPORATION OF THE MUNICIPALIlY OF CLARINGTON PURCHASING DIVISION CUlVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) 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 Contract unit price shall include full compensation for saw culling joints as well as the milling of lap joints per S-501 as shown on the construction drawings or as designated by the Engineer. Note: The unit price bid shall include any hand placing of asphalt. 'ement for Payment ament for payment- reference Form of Tender. )( Payment \11,. 1der these items shall include all labour (including hand work), equipment and materials reqUired to do the work. ITEM NO. 811, 013. ROCK PROTECTION The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the Contract Administrator, and shall consist of providing a protective covering of approved rock, on the streambanks, streambed, approach embankments and culvert outlets as shown on the Drawings. The Contractor shall supply all materials for this Item. Rock shall be an imported quarry or field stone material; the quality of the rock shall be reviewed by the Contract Administrator. Rock subject to marked deterioration by water or weather will not be accepted. Rock shall fulfill the gradation requirements of RT AC Class I as follows: Gradation Limits for Rock Protection Maximum Allowable Maximum Allowable Maximum Allowable Maximum Allowable Minus 450 mm Minus 350 mm Minus 300 mm Minus 200 mm Minus 75 mm 100% 80% 50% 20% 0% Placing shall be done in such a manner that the surface of the finished rock protection shall have a uniform appearance and be without segregation. The rock thickness shall be as shown on the Drawings. The Contract price for the rock protection shall constitute full compensation for the supply of the rock, the supply and placing of a geotextile filter fabric. any excavation or trimming required for the bedding of the rock, the hauling and placing of the rock, and all items incidental to the completion of the work in accordance with the Specifications. PaGe 'ZT 01 eo Tender CI.2OOll-4 ~ :i 1'1 THE CORPORATION OF THE MUNICIPALI1Y OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (C) SPECIFICATIONS (continued) The geotextile for the rock protection shall conform to OPSS 1860 and shall be Class II non-woven type with a fibre opening size (F.O.S) of 50 J.1m and 3 mm thick. The geotextile shall be free of folds and wrinkles. The geotextile shall be joined so that the material laps a minimum of 500 mm and shall be pinned together or as directed by the manufacturer's instructions. Alternatively, the geotextile shall be joined to conform to the seam requirements of OPSS 1860. ITEM NO. 812, 014 - RIVER RUN STONE The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the Contract Administrator, and shall consist of supplying and placing a protective covering of approved river run stone in the area of the and outlet areas at the culvert and continuously through the structure, to the limits shown on the Drawings and as directed by the Contract Administrator. The Contractor shall supply all materials for this Item. The river run stone protection shall be sound material, of a natural, rounded shape and clear of all fines. The quality of the stone shall be approved by the Contract Administrator. Rock subject to marked deterioration by water or weather will not be accepted. Stone shall satisfy the gradation requirements as follows: Gradation Limits for Stone Protection Maximum Allowable Maximum Allowable Maximum Allowable Minus 150 mm Minus 100 mm Minus 50 mm Minus 25 mm 95% 50% 30% 0% Placing shall be carried out in such a manner that the surface of the finished stone protection shall have a uniform plane\flat appearance, and be without segregation and the top surface shall be flush with the streambed and shall extend for the limits as indicated on the Drawings or directed by the Contract Administrator. The stone protection shall be 150 mm minimum thickness over the rock protection within the watercourse and the culvert and shall extend along the watercourse, as indicated on the Drawings. 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I ~ 'I ,II - ~ I' ' lit ,iH i '~l, .' <, I II ! ~1I11 ~ ~~ I~ p! l'~ ill Page 34 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DEPARTMENT CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (E) STANDARD DRAWINGS OPSD 219.130 OPSD 219.210 OPSD 219.411 OPSD 802.010 OPSD 803.030 OPSD 803.031 OPSD 810.010 OPSD 971.101 RMD S-501 Heavy Duty Silt Fence Barrier Rock Flow Check Dam - V-Ditch Rock Flow Check Dam - Flat Bottom Ditch Flexible Pipe Embedment and Backfill Earth Excavation Frost Treatment - Pipe Culverts Frost Penetration Line Below Bedding Grade Frost Treatment - Pipe Culverts Frost Penetration Line Between Top of Pipe and Bedding Grade Rip-Rap Treatment for Sewer and Culvert Outlets Fence, Highway In Earth, Shale, Loose Rock, or Friable Rock Installation Pavement Joint Treatment ~ " Ii i: Page 35 of 60 Tender CL200B-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ IT keg under construction - ~ ~\ PERSPECTIVE VIEW Area under construction Direction of flow ~ ~I fence berr;e, ., Area under protection SECTION . 2m max, Typ I / / TT A r+ A <~ . I ~ ..~ ''''" Stakes ':t . I Direction of flow ~ . \Aain run PLAN l+ A o o N Control measure support "I Direction c:::::::> of flow c -f: JOOmm min E 01 geotextile E in trench o ~ Trench to be I ~~kfilled and ~mpoded Earth surface SECTION A-A NOTE: A All dimensions ore in millimetres unless otherwise shown. HEAVY-DUTY SILT FENCE BARRIER OPSD 219.130 ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 Page 36 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ II At Direction of flow B~ jA BI PlAN SPILLWAY Geotextile SECTION A-A SECTION B-B 300mm mi'l of geotextae in trench 1--1-200 NOTE: A All dimensions ore in millimetres unless otherwise shown. ROCK FLOW CHECK DAM V-DITCH OPSD 219.210 ONTARIO PROVINCIAL STANDARD DRAWING Nav 2006 Ten~~o~:1 ~.'" THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS At Direction of flow ~ jA I SECTION A-A TfTll rf 150 1Ir o o .... Direction of flow <= SECTION B-B .3OOmm min of geotelttile in trench W200 NOTE: A All dimensions are in millimetres unless otherwise shown. ROCK FLOW CHECK DAM FLAT BOTTOM DITCH OPSD 219.211 ONTARIO PROVINCIAL STANDARD DRAWING -~ I: Page 38 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS 0. ~ o '" .... "'z 00 lL_ lL.... :>< III> < ZU -x '" '" lL iL uJi 0-" Co e~ o. <3~ .. <";',:-'" o '" .... '" ~z a..Q III :>.... ~ ",< e !;;: ,go -'u ~ ~~ '" lL ii: < 'E E E o o .., 0" .~~ ~~ ~" _ 8.", '3Z'iii.. ""- oco "'...% N Q: 0.... -5 (I) Ul "- ~ .cw wWQOZ L 0. ~ ri , , . '. .1! o % C 'E E E 0" ' 0" ..,~ o '" .... "'z 00 lL_ lL.... :>< III~ ZU -x w '" lL 0:: ..~.,.\': ,.:.\.: ';;:'f~!~Y: ~..to:"\':' ~..' "~' -...... ". E .1! . '" 0. E~ E .. 0< ~'E d.(L 'lU:lwpaQW3 t: 8. 0.0. '" un- ~~ ci~ o '" .... '" oz lLO ~i= ",< z> :>~ x ~... . ~ e '" '" < 'i5 ~ . 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F.ca: NC) IDmIII Of ICET StW.L IE SIIPI' Cl.I/tI ... PMffED WITH IIt\AaiIQUS .......... END TREATMENTS RrW. 1ST OF ASPtW.T SKNJ.. BE PUUO eI R:lU..DfWIrtG 'IfM :;:'" -..;-;;;-.... f---~..;--;;:-~. I .tlQIES AU. YEJmC'.Al. FIt%:S or JOlf(I5 SKIrU.. BE SWEPT a.EN4 AIm PMmD WITH srn.MNOUS auSION PfICIt TO _. .. -"""" PROP. BINDER ASPtW.J ........ ..,.., lAP JOINTS 3.0 m cur ~ 1'r"ICIt DD "IROmISff' - FIW. atE/U.y :::~ -11-------= I ~ 3.0.."" :=1J:u"""ij"--:+L ..~ ?------ ~~~-~f~~:~T u.. END TRFAThlENTS --IF -- HQIES :. - r---~_ ~'i:l-= ........ I 3.0 III WIlE an i suva: CJ\IIJG.AY OF ASPHIt.T J'" ~-l:--- ______J.----L---- """"".... I HQIES AI.L~f'ACE5Of'.IOlHfS stW.L "IE SWEPT ODII .... PMIllD .... Ill'I'UIINOlJS EJU.SICIi PIIOR 10 ......... IU .. I&1JIE1RDi NDlm. ow. ~1E; t_ 0+ RE"GION NO.: 4 REv. DAtt: 2OQ2 &0 9CIU: tl'ts. PAVEMENT JOINT TREATMENT 8-501 Page 44 of 60-','. Tender CL2008-4 r THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON1 PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (F) 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 (1), (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 oroiect; every employer and every worker performing work on the oroiect complies with the Occupational Health and Safety Act and the Regulations (under the Act); and 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. Page 45 of 60 Tender Cl2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS -l R ]I SCHEDULE (F) CONTRACTOR SAFETY (continued) 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 himself or by more than one employer. Project Manager - means the municipal management representative who has responsibility for a contract. PROCEDURE: The following items are required before any Contractors are hired by the Municipality: a) Before beginning a project, the project manager or designate must determine whether any designated substances/hazardous materials are (or will be) present at the site and prepare a list of all these substances. b) The project manager or designate must include, as part of the request for tender/quotations, a copy of the above mentioned list. The list of designated substances/hazardous materials must be provided to all prospective constructors and/or contractors. c) The request for tender/quotations will require prospective contractors to include a list of the designated substances/hazardous materials that will be brought onto the work site and material safety data sheets. d) Before awarding a contract, the contractor(s) will be required to complete and sign the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will maintain all contractors' safety performance records. e) As part of the tender/quotation conditions, before award of a contract, the contractor must provide details of their Health and Safety program. f) The project manager or designate. if necessary, will provide the successful contractor with a workplace orientation which will include, but not be limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. g) Before the start of the assignment the following documentation will be provided to the successful contractor, by the project manager or delegate: i) copies of the Municipal Corporate Health and Safety Program ii) departmental health and safety policies iii) workplace procedures regarding health and safety practices Page 46 of 60 L Tender Cl2008-4 .~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... h) The contractor has the responsibility to provide any and all prescribed personal protective equipment for their own workers, to indude 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. i) 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"). j) 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. k) The Purchasing Department will maintain current certificates of clearance until all monies owing have been paid to the contractor. I) 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. T~~-t THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON ~ PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... HEALTH AND SAFETY PRACTICE FORM To Contractor( s): The Municipality of Clarington is committed to a healthy and safe working environment for all workers. .') ensure the Municipal workplace is a healthy and safe working environment, contrar;1' constructors and subcontractors must have knowledge of and operate in compliance with 1 upational Health and Safety Act and any other legislation pertaining to employee heait:> ana safety. In r-rder to evaluate your company's health and safety experience, please provide the " lent and/or Workplace Safety Insurance Board (WSIB) information noted below, WI.. 3ble. . Thp "ew Experimental Experience Rating (NEER) NSIB experience rating system for non-construction rate groups ....................................................................... . The Council Amended Draft #7 (CAD-7) Rating _ The WSIB experience rating system for construction rate groups ....................................................................... . Injury frequency performance for the last two years _ This may be available from the contractor's trade association. ....................................................................... Has the contractor received any Ministry of Labour warnings or orders in the last two years? (If the answer is yes, please include the infraction). . Confirmation of Independent Operator Status _ The WSIB independent operator number assigned: (Bidders to include the letter confirming this status and number from WSIB with their bid submission). Page 48 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ " I' i'.: SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... CONTRACTOR'S STATEMENT OF RESPONSIBILITY As a contractor working for the Municipality of Clarington, Vwe will comply with all procedures and requirements of the Occupational Health and Safety Act, Municipal safety policies, department and site specific polices and procedures and other applicable legislation or regulations. l/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 contractltender safely and in compliance with the Act. 2. In the performance of all matters required pursuant to this contractltender, the contractor/successful tenderer shall: a) act safely and comply in all respects to the Act, and b) ensure that its employees, its subcontractors and their employees act safely and comply with all aspects with the Act. 3. The contractor/successful tenderer shall rectify any unsafe act or practice and any non-compliance with the Act at its expense immediately upon being notified by any person of the existence of such act, practice or non-compliance. 4. The contractor/successful tenderer shall pennit representatives of the Municipality and the Health and Safety Committee on the site at any time or times for the purpose of inspection to determine compliance with this contract1tender. 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. Page 49 of 60 ~.". Tender CL2008-4 "' THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... 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 th is contract/tender; b) against any action or claim, and costs related thereto, brought against the Municipality by any person arising out of any unsafe act or practice or any non-compliance with the Act by the contractor/successful tenderer or any of its employees. its subcontractors or their employees in the performance of any matter required pursuant to this contract/tender; and c) from any and all charges. fines. penalties and costs that may be incurred or paid by the Municipality (or any of its council members or employees) shall be made a party to any charge under the Act in relation to any violation of the Act arising out of this contraclltender. ;(Sf) ;f/l}/IJ~j] 4'A1 /tr/ Contractor ii;;(lld /) J2JflJJdlJ f;'tlfjJtJ;J- Name of Person Signing for Contractor Il~.... Signature of Contractor ~ A (/~ z 6. 200; Date. Page 50 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS t :; I: SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... Schedule "B" CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of this fonn is to: (Issuer to check one of the following) o Provide waming to the contractor to immediately discontinue the unsafe work practices, if it affects our workplace, described below. o Direct the contractor to immediately cease all work being perfonned under this contract due to the unsafe work practice described below. FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF CONTRACT. PART "A" - DETAILS OF CONTRACT CONTRACTOR/P.O. # DESCRIPTION: NAME OF FIRM: Page 51 of 60 ~ Tender CL20lJ8..4 ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON 1\ PURCHASING DIVISION ! CULVERT AND BRIDGE IMPROVEMENTS .. SCHEDULE (F) CONTRACTOR SAFETY (continued) POLICY AND PROCEDURE Continued... i PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) DATE AND TIME OF INFRACTION DESCRIPTION OF INFRACTION, INCLUDING LOCATION: - ORDER GIVEN BY MUNICIPALITY: - DID THE CONTRACTOR COMPLY WITH THIS ORDER? ~ - DATE AND TIME OF COMPLIANCE: ISSUED TO: CONTRACTOR'S EMPLOYEE TITLE ISSUED BY: I MUNICIPAL EMPLOYEE DEPARTMENT TITLE PART "C" - ADDITIONAL COMMENTS THIS SECTION TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER. IE DATE AND TIME WORK RESUMED, FURTHER ACTION TAKEN, ETC. I , - Page 52 of 60 ~ Tender CL2008-4 ~ THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS SCHEDULE (G) TENDER FORM Sealed Tenders for goods and/or services listed beklw. submitted on the forms and in the envelope provided. will be received by the office of the Clerk. Corporation of the Municipality of Clarington, 40 Temperance 5t.. Bowmanvllle, Ontario. L 1C 3A6, until the closing time and date indicated hereon, CLOSING TIME AND DAlE (Local ome): 2:00:00 p.m. (local time), Friday, February 29, 2008 REF./PURCHASINGMANAGER JenyBarber..... .......................... ......... ....... Phone (905) 823-3379. ext 402 Tender No: CU008-4 Date: February 1, 2008 Tenders are invited for the foltowing goods/services andlor projects specified herein and associated documents. plans and specifications. Complete in full. aU blanks where provided and return one copy and/or set in the envelope provided. Bid deposits and/or agreement to bond. if required. must accompany tender submission under same cover and envelope. All tenders must comply in accordance with regulations, terms and conditions set forth in all tender documents. Successful tenders must accept terms and conditions of subsequent official purchase order issued by the Corporation of the Municipality of Ctarington unless oIhetwise stipulated. The lowest or any tender not necessarily accepted. Tenders must comply and conform to aU regulations, tenns conditions and instructions specified in By-law #2006-1'ZT of the CorpDration of the Municipality of Clartnglon. Prices tendered shall be payable in Canadian Funds. F.O.B. destination. unless otherwise indicated. Ontano Retail Sates tax shall be incIucIed in all prices whOle applicallle and the Federal Goods and Services Tax, ~ applic:able, shall be quoted as a separate itllm. Page 53 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ ~ '; ~', l I _~-),~€,,\,&~ <co, ,1- ": ;:~:;';'J~< : -- ,:,~~'.I~~-(:">"" '~ -,,.:,.<..Ih ~,~: ~."." ,}"'" '< ~ ' ~'-' I"~ \,.. ,'- rf l_y""I~*:\~$'~~'}'~1!f:;-', :"-~ '-- ',:~~~lll., _ '.' ~>--.:'_,d'..lu~;S:!l~~>__;""~ '\ ~:"/.~t~?,~-'~j~~ B4 902 Earth Excavation for 18m $60.00 $1,080.00 SP Structu re Foundations P 85 314 Clear Stone Bedding 18m $97.68 $1,758.24 SP P B6 421 21000mm x 2130mm x 1400 Lump Sum $14,368.57 906 mm CSP Pipe Arch SP B7 314 Granular 'A' Backfill to Lump Sum $22,266.32 501 Culvert SP B8 206 Earth Excavation (Grading) 230 m3 $33.89 $7,794.70 501 (P) SP B9 314 Granular 'A' (Road base and $14.40 $8,640.00 501 Shouldering) 600t SP 810 310 Hot Mix HL-3 (PG 58-28) 20t $262.50 $5,250.00 SP . 811 511 Rock Protection Lump Sum $1,714.32 SP 812 511 River Run Stone Lump Sum $699.30 SP TOTAl- Part B - Culvert 98528 $73,756.45 PART C - CULVERT 99032 Cl 201 Clearing and Grubbing Lump Sum $2,175.00 SP C2 511 300 mm Rip Rap on filter cloth, Lump Sum $4,940.10 SP OPSD 810.010 B C3 570 150 mm Topsoil and Staked Sod Lump Sum $2,025.00 571 SP C4 577 Siltation Control Fence Lump Sum $683.20 SP TOTAl- Part C - Culvert 99032 $10,023.30 PART 0 - CULVERT 99528 01 201 Site Preparation Lump Sum $1,800.00 206 510 902 SP 02 182 Unwatering and Siltation Lump Sum $3,000.00 518 Control 902 SP 03 570 100 mm Topsoil (Imported) and 100m $10.50 $1,050.00 572 Seed and Erosion Control SP Blanket Page 54 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ ,. 'l 04 902 Earth Excavation for Structure 20m3 $60.00 $1,200.00 SP Foundations (P) 05 314 Clear Stone Bedding 20m $97.68 $1,953.60 SP P 06 421 18000mm x 1390mm x 970 Lump Sum $10,969.50 SP mm CSP Pi Arch 07 421 13000mm x 450mm 0 CSP Lump Sum $2,278.27 SP 08 421 11900mm x 450mm 0 CSP Lump Sum $2,052.79 SP 09 314 Granular 'A' Backfill to Culvert Lump Sum $14,204.94 501 SP 010 206 Earth Excavation (Grading) 150 m $33.60 $5,040.00 501 (P) SP 011 314 Granular 'A' (Road base and 400t $14.40 $5,760.00 501 Shouldering) SP 012 310 Hot Mix HL-3 (PG 58-28) 65t $131.25 $8,531 .25 SP 013 511 Rock Protection Lump Sum $5,142.96 SP 014 511 River Run Stone Lump Sum $2,097.90 SP TOTAl... Part 0 - Culvert 99528 $65,08121 Total Pre-GST Amount. including All Labour, Equipment, Materials & PST as applicable for $163,512.91 Parts A to D included. GST 5% of the above $8,175.65 TOTAL TENDER AMOUNT $171,688.56 'Spec No." The numbers in this column refer to applicable issue of Ontario Provincial Standard Specifications 'SP' Refers to S ecificalions GUARANTEED DELIVERY OR COMPLETION DATE UPON RECEIPT OF OFACIAL ORDER................................. ORIGIN OF GOODS: CITY & COUNTRy...... ....Ontario....... ........J.. ..... .... ....... ...... .... CASH DISCOUNT AND TERMS................................. ..... .............. GOODS TO BE SHIPPED FROM CITY & COUNTRY......Onf8io..............J........... INSURANCE AND WSIB: Name of Insurance Company: CGL Insurance Coverage: Automobile Insurance Coverage: WSIB Account Number: Page 55 of 62 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ I: ! i : SCHEDULE (G) TENDER FORM DEClARATIONS a) IMle declare that no person, firm or corporation other than the one whose signature or the signature of whose proper officers is or are attached 10 this Request for Tender. has any interest in this Tender or in the Contract. b) IMle further declare that this Tender is made without any connection. knowledge. comparison of figures or arrangement w~h any other contractor. firm or person making a similar Tender and is in all respects fair and without collusion or fraud. 0) WVe fur1her declare that no Municipality of Clarington employee, or member of Council (or their families) is, or will become interested directly or indirectly as a contracting party or otherwise in or in the performance of the Contract or in the supplies, work or business to which ~ relates or in any portion of the profits of ij, or of any such supplies 10 be used therein or any of the monies 10 be denved from ~. d) WVe fur1her declare that the statements contained in the Tender are in all respects true. e) IMle further dectare that Itwe have examined the locality and s~e(s) of the proposed Work, as wet as all the specifications relating 10 them. prepared. submilled and rendered available on behalf of the Municipality of Clarington and are hereby acknCMNIedged to be an integral part of the Contract. lIWe hereby propose and offer to enter into the Contract on the terms and cond~k,"s and under 1I1e provisions set forth in the Tender, and to accept in full payment for ~ the sums calculated in accordance wijh the actual measured quantities and unit prices attached to this Tender. II We the undersigned tenderer agree to supply all necessary labour, materiai and equipment for the work specified for price(s) tendered to the Corporation of the Municipality of Clarington in accordance with all terms, specifications and cond~ions specified herein including addenda number -1- to -L. inclusive. AUTHORIZED SIGNATURE: FIRM NAME :(Tenderer) ADDRESS: Ron Robinson Limited 3075 Maoleorove Road PRINT NAME: Bowmanville. Ontanio Ronald D. Robinson FAX NUMBER L1C 3K4 905-697-0400 905-697-0581 Vice-President Trtle: POSTAL CODE TELEPHONE Dated Februarv 29. 2008 Page 56 of 60 '-tl; Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS , f; SCHEDULE (HI TENDER FORM AGREEMENT TO BOND {to be com Dieted bv Bondina CDmDanvl CONTRACT NO. CL2008-4 BDnd No.: TS8006356/5 WE, the Undersigned, HEREBY AGREE to become bound as Surety for Ron RDbinson Limited in a Performance BDnd totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a LabDur and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amDunt, and conforming to the Instruments Df Contract attached hereto. for the full and due performance of the works shown or described herein, if the Tender for Contract No.CL2008-4 is accepted by the Authority. Culvert & Bridge Improvements, Various Locations in the Municipality of Clarington IT IS A CONDITION of this Agreement that if the above mentiDned Tender is accepted, applicatiDn fDr a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10) DAYS of Notice of CDntract Award, otherwise the Agreement shall be null and void. DATED AT Toronto this 29t11 day of Februarv 2008 The Guarantee ComDanv of North America Name of Bonding CDmpany Brian Edmunds Signature of Authorized Person Signing for Bonding Company (BONDING COMPANY SEAL) Attornev-in-Fact Position (ThiS Form shall be completed and attached to the Tender Submitted). Page 57 of 60 Tender C120084 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS t !' Schedule (I) INFORMATION SHEET BIDDER'S REFERENCES Year 2007 Description of Contract Reaent Street. Lindsav Name of Organization City of Kawartha Lakes Contact Person Steve Clark Telephone Number 705-742-2297 Value of Contract $1.6M Year 2006 Description of Contract Scuaoa Road & Church Street. Blackstock Name of Organization Townshio of Scuaoa Contact Person Larrv Postill Telephone Number 905-668-4021 Value of Contract $2M Please provide detail as to bidder's financial responsibility, (banker, etc.), references, auditor's name and address, etc. Scotia Bank. 75 Kina Street. West. Oshawa L 1H 164. Jim Herrina. Manaaer 905-723-1630 BOO Dunwoodv 419 Kina Street. West. Oshawa 905-576-3430 Page 58 of 60 Tender CL20lJ8.4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS -~ , , SCHEDULE (J) NOTICE OF "NO BID" QUOTEfTENDER # CLOSING DATE IMPORTANT. PLEASE READ THIS It is important to the Municipality to receive a reply from all invited bidders. There is no obligation to submit a quotationltender, however, should you choose not to bid, completion of this form will assist the Municipality in determining the type of goods or services you are interesled in bidding on in the future. INSTRUCTIONS If you are unable. or do not wish to bid on this quotation/tender please complete the following portion of this form. State your reason for not bidding by checking yes or no in the applicable line or by explaining briefly in the space provided. It is not necessary to return any other quotation/tender documents. Just retum this completed form in the enclosed quotation/tender envelope prior to the official closing time and date. Yes/No 1. We do not manufacture/supply this commodity 2. We do not manufacture/supply to this specification 3. Unable to quote competitively 4. Cannot handle due to present plant loading 5. Quantity/job too large 6. QuantityfJob too small 7. Cannot meel delivery/completion requirements 8. Agreements with distributors/dealers do not permit us to sell directly 9. Ucensing restrictions Other reasons or additional comments: Do you wish to bid on these goods/services in Ihe future? Yes/No For Municipality Use Only Do Not Write In This Space Company Name: Address: Telephone: Position: FAX COVER PAGE QUESTIONS FOR CLARIFICATION -~ Ij Page 59 of 60 Tender CL2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS Schedule (K) To: Jerry Barber, C.P.P.O The Municipality Of Clarington Purchasing Office 40 Temperance Street Bowmanville, Ontario L 1C 3A6 DATE: TIME: FAX NUMBER: (905) 623-3330 From: Company Name: Contact Name: Telephone: Fax: "ference to Section on Page Number of this Proposal. Question: Total Number of Pages including cover Page 60 of 60 Tender Cl2008-4 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON PURCHASING DIVISION CULVERT AND BRIDGE IMPROVEMENTS ~ I' SCHEDULE (L) PLEASE FIRMLY AFFIX THIS ADDRESS LABEL TO THE ENVELOPE CONTAINING YOUR SUBMISSION FOR SUBMITTING BY MAIL OR COURIER. ..------------------------------------------------c:Llt I1EtrEt----------------------------------------------.. TENDER ENVELOPE RETURN NAME OF TENDERER: NAME..............._......,..... __.................. ADDRESS. ...... ........ ....... .......... .......... TELEPHONE........... _ _ _........... _.. _ _. _...... CORPORATION OF THE MUNICIPALITY OF CLARINGTON OFFICE OF THE CLERK 40 TEMPERANCE ST. BOWMANVILLE, ONTARIO L 1 C 3A6 TENDER NUMBER: Cl2008-4 SPECIFICATION: CULVERT AND BRIDGE IMPROVEMENTS CLOSING TIME & DATE.........._____.......................... SEALED BID ----------------------------- -------------c:\Jt I1ElrEl------------------------------------------------ Note: Should you decide to use your own return envelope in lieu of the label provided above, the front of your envelope must indicate ALL of the information shown on the above label. The Municipality of Clarington cannot be held responsible for documents submitted in envelopes that are not labeled in accordance with the above instructions. If you have any questions, feel free to contact Purchasing at 905-623-3379.