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ST0003-CN080214 THE'CITY.OF COPPELL ~~*~. ~.\'.~ & q 1\ Il . \ CONSTRUCTION SPECIFICATIONS AND CONTRACTDOC~NTS FOR Coppell Road From Cooper Lane to Sandy Lake Road Project # ST 00-03 Bid No. Q-OI0B-Ol FOR THE CITY OF COPPELL February 14, 2008 Z/I4-/ tc>oi eNG'H~E1l.'tl(; ~. CDPy ~J11!5 //;2~/pr THE.CiTY.OF COPPELL ...*~.. eo\" '" q t\ S . \ ~ CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Coppell Road From Cooper Lane to Sandy Lake Road Project # ST 00-03 Bid No. Q-OI08-01 FOR THE CITY OF COPPELL February 14, 2008 TABLE OF CONTENTS Page # Section 1 - Bidding Documents Notice to Bidders Instructions to Bidders Proposal/Bid Schedule Prevailing Wage Rates (need copy from city) 1-5 1-6 1-19 1-37 Section 2 - Contract Documents Standard Form of Agreement Certificate of Insurance Instructions for Bonds Performance Bond Payment Bond Maintenance Bond 2-1 2-2 2-8 2-9 2-10 2-12 2-14 For this project, the Standard Specifications for Public Works Construction - North Central Texas Third Edition, as prepared by the North Central Texas Council of Governments, the City of Coppell Standard Construction Details (Ord.#2005-1019), shall govern all work to be done, together with any additional Supplementary Conditions, Specific Project Requirements, General Notes or Description of Pay Items included herein. Section 3 - City of Coppell's Supplementary Conditions to the NCTCOG General Provisions 3-1 Section 4 - Specific Project Requirements 4-1 Section 5 - Description of Pay Items 5-1 1-2 Bidding Documents SECTION 1 BIDDING DOCUMENTS THE.CITY.OF COPPELL 15 1-3 Bidding Documents I NOTICE TO BIDDERS The City of Coppell is accepting bids for the reconstruction of Coppell Road from Cooper Lane to Sandy Lake Road with incentives for early completion and acceptance by the City. Plans and Specifications may be obtained for a non-refundable cost of $ 100.00 from Huitt-Zollars, Inc., 3131 McKinney Avenue, Suite 600, Dallas, Texas 75204, 214-871-3311. Sealed bids addressed to the Purchasing Agent, City of Coppell, Texas, for the construction of the Coppell Road Project - No. ST 00-03 will be received in the Purchasing Office at the City of Coppell Town Center, 255 Parkway Boulevard, until 2:00 p.m., March 6, 2008, and then publicly opened and read aloud. Each bidder shall submit two identical copies of this bid with the City of Coppell Bid No. Q-OI08-0l designated clearly on the exterior of the bid envelope. Included with the bid should be a completed Bid Affidavit and a Proposal Guaranty per Item 1.5 of the NCTCOG Standard Specifications for Public Works Construction. A Pre-Bid conference has been scheduled for this project at the City of Coppell Town Center, 255 Parkway Blvd., February 26, 2008 at 2:00 p.m. The conference is not mandatory; however, all interested BIDDER'S are strongly encouraged to attend. The Owners reserve the right to reject any or all bids and to waive formalities. Unreasonable or unbalanced unit prices will be considered sufficient cause for rejection of any bid or bids. The Owners reserve the right to accept the alternate bid of a Contractor that did not submit the lowest base bid. NO BID TRANSMITTED BY FAX WILL BE ACCEPTED. Bidders are expected to inspect the site of the work and to inform themselves regarding local conditions and conditions under which the work is to be done. Complete sets of bidding documents must be used in preparing Bids; the City of Coppell assumes no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. NO SALES TAX ON TANGIBLE PERSONAL PROPERTY INCORPORATED INTO OR MADE A PART OF THE PROJECT. The bidder shall not include or provide for sales tax on tangible personal property to be incorporated into the project. (Note: This procedure may not be used, however, for materials which do not become a part of the [mished product, such as, equipment rental or purchase, form materials, etc.). In order to be exempt from the sales tax on such tangible personal property, the contract shall separate and provide separate charges for materials to be incorporated into the project from charges for labor. The City will provide the Contractor with an exemption certificate for the materials. The contractor is expected to issue a resale certificate in lieu of paying a sales tax at the time of purchase. The bidder shall show the cost of materials (tangible personal property) in the space provided on the bid form. The successful bidder's bid form will be used to develop a separated contract and determine the extent of the tax exemption. 1-4 Bidding Documents BIDDING AND CONTRACT DOCUMENTS INSTRUCTIONS TO BIDDERS 1. Defined Terms. Terms used in these Instructions to Bidders which are defined in the Standard Specifications for Public Works Construction - North Central Texas Third Edition, as prepared by the NCTCOG and the Supplementary Conditions of Agreement have the meanings assigned to them in these General Conditions. The term "Bidder" means one that submits a Bid directly to Owner, as distinct from a sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified, responsible Bidder to whom the Owner (on the basis of the Owner's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Notice to Bidders, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of bids). Specific defined terms are: Owner: Wherever the word "OWNER" is used in the specifications and Contract Documents, it shall be understood as referring to the City of Coppell, Texas. Engineer: Wherever the word "ENGINEER" is used in the Specifications and Contract Documents, it shall be understood as referring to the City Engineer or his authorized representative, City of Coppell. Inspector: The authorized representative of the City of Coppell assigned to observe and inspect any or all parts of the work and the materials to be used therein. 2. Scope of Work. This work shall consist of the reconstruction of Coppell Road extending from the Cooper Lane to Sandy Lake Road. This 3,700 LF project will include the removal of existing pavement, excavation, and all related utilities, as well as the installation of pavement (approximately 16,000 SY), storm sewer ranging up to 72" diameter (approximately 5700 LF), 12" water line (approximately 3,750 LF), and 10" sanitary sewer (approximately 425 LF) as described in the plans. Work shall include all components necessary for the "turn key" construction of the project as shown in the plans for the Coppell Road Project # ST 00-03 . 3. Copies of Bidding Documents. 3.1 Complete sets of the Bidding Documents may be obtained from Huitt-Zollars, Inc., 3131 McKinney Avenue, Suite 600, Dallas, Texas 75204, 214-871-3311 for a sum of $ 100.00 1-5 Bidding Documents per set non-refundable. The following general requirements pertain to the Bidding Documents : A) No bidding documents will be issued later than two (2) days prior to the bid opening date. B) After award of the Contract, the successful Bidder will be furnished five (5) sets of Contract Documents at no charge. Additional sets over five (5) will be furnished for cost of reproduction. 3.2 Complete sets of Bidding Documents must be used in preparing Bids; the Owner assumes no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. No partial sets of plans, specifications or proposal forms will be issued. 3.3 The Owner, in making copies of Bidding Documents available on the above terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant for any other use. 4. Qualifications of Bidders. The Bidder shall submit within five (5) days of the Owner's request such evidence as the Owner may require to establish his fmancial responsibility, and possession of such equipment as may be needed to complete the work in an expeditious, safe and satisfactory manner. The required information to be submitted shall consist of, but shall not necessarily be limited to, the following: A. Current Project Experience (within five [5] days if requested). A list of all projects presently under construction by the bidder including approximate cost and completion date shall be submitted upon request. B. Past Project Experience (required to be submitted with bid within five [5] days if requested). The Bidder shall submit a list of comparable projects completed within the previous five years including contract information, location, approximate cost(s), and completion date(s). C. Equipment (within five [5] days if requested). The Bidder shall provide a list of equipment, which will be used on this project. The Bidder shall demonstrate that he has adequate equipment to complete this project, properly and expeditiously and shall state what additional equipment, if any, that he must rent/lease as may be required to complete this project. 1-6 Bidding Documents D. Financial (within five [5] days if requested). Each Bidder shall be prepared to submit upon request of the Owner a balanced financial statement with no evidence of threatening losses as evidenced by an audited certified fmancial statement (current within the last six (6) months of bid date). This information will be used to confirm that the Bidder has suitable financial status to meet obligations incidental to performing the work. E. Technical Experience. The Bidder shall demonstrate to the satisfaction of the Owner that he has the technical experience to properly complete this project. F. Proof that the bidder maintains a permanent place of business. 5. Conflict of Interest. The City Charter states that no officer or employee of the City shall have a financial interest, direct or indirect, in any contract with the City, nor shall be fmancially interested, directly or indirectly, in the sale to the City of any land, or rights or interest in any land, materials, supplies or services. This prohibition does not apply when the interest is represented by ownership of stock in a corporation involved, provided such stock ownership amounts to less than one percent (1 %) of the corporation stock. Any violation of this prohibition will constitute malfeasance in office. Any officer or employee of the City found guilty thereof should thereby forfeit his office or position. Any violation of this prohibition with the knowledge, expressed or implied, of the persons or corporations contracting with the City shall render the contract voidable by the City Manager or the City Council. The Contractor represents that no employee or officer of the City has an interest in the Contractor. 6. Examination of Contract Documents and Site. 6.1 Access to the site shall be from Sandy Lake Road, Coppell Road, and Bethel Road. It shall be the contractors responsibility before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. Failure to make these examinations shall in no way relieve any Bidder from the responsibility of fulfilling all of the terms of the contract, without additional cost to the OWNER. 1-7 Bidding Documents 6.2 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site is based upon information and data furnished to the Owner by Owners of such underground Facilities or others, and the Owner does not assume responsibility for the accuracy or completeness thereof. All existing structures, improvements, and utilities shall be adequately protected, at the expense of the Contractor, from damage that might otherwise occur due to construction operations. Where construction comes in close proximity to existing structures or utilities, or if it becomes necessary to move services, poles, guy wires, pipe lines, or other obstructions, it shall be the Contractor's responsibility to notify and cooperate with the utility or structure owner. The utility lines and other existing structures shown on the plans are for information only and are not guaranteed by the City to be complete or accurate as to location and/or depth. It shall be the Contractor's responsibility to verify locations and depths sufficiently in advance of construction such that necessary adjustments may be made to allow for the proper installation. The Contractor shall be liable for damage to any utilities resulting from the construction of this project. 6.3 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other terms and conditions ofthe Contract Documents. 6.4 On request in advance, Owner will provide each Bidder access to the site to conduct explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former conditions upon completion of such explorations. 6.5 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract documents. 6.6 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 6, that without exception the Bid is premised upon performing and furnishing the work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 7. Interpretations and addenda. 7.1 All questions about the meaning or intent of the Contract Documents are to be directed to the Owner. Interpretations or clarifications considered necessary by the Owner in 1-8 Bidding Documents response to such questions will be issued by Addenda mailed, faxed or delivered to all bidders recorded as having received the Bidding Documents. Questions received less than two days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Each Bidder shall acknowledge on the bid proposal that all Addenda issued have been received. 7.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the Owner. 8. Contract Time. 8. 1 The time for Completion and Final Acceptance by the City for this project shall be 365 Calendar Days as indicated on the Bid Form. The calendar day count shall commence on June 9, 2008 with the Notice To Proceed delivered at least ten (10) calendar days prior to June 9,2008. 8.2 Prior to the issuance of the Notice To Proceed by the Owner, the Contractor shall submit a detailed Progress and Schedule chart to the Owner for approval. 8.3 Extension of the contract time shall be based on a Change Order or written amendment as specified in Item 1.36 of the General Provisions. 8.4 If the project is totally complete and accepted by the City on or before December 31, 2008 a $200,000.00 bonus will be paid to the Contractor. If the project is not totally completed and accepted by the City on or before December 31, 2008 but is totally complete and accepted by the City on January 2, 2009 a $150,000.00 bonus will be paid to the Contractor . 9. Liquidated Damages. Provisions for liquidated damages are set forth in the Contract. Liquidated damages for this project are $1,000.00 per day. 10. Substitute or "Or-Equal" Items. The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. No substitutions should be considered during the bidding process. 11. Subcontractors, Suppliers, and Others. 1-9 Bidding Documents 11.1 If the Owner requests the identity of any Subcontractors, Suppliers, or other persons or organizations to be submitted to the Owner in advance of the specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within seven (7) days after the request submit to the Owner a list of all such Subcontractors, Suppliers and other persons and organizations proposed for those portions of the Work for which such identification is requested. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, supplier, person or organization if requested by the Owner. If the Owner, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, other person or organization, may, before the Notice of A ward is given, request the apparent Successful Bidder to submit an acceptable substitute in which case the apparent Successful Bidder shall submit an acceptable substitute. Bidder's Bid price may be increased (or decreased) by the difference in cost occasioned by such substitution, and the Owner may consider such price adjustment in evaluating Bids and making the contract award. If the apparent Successful Bidder declines to make any such substitution, the Owner may award the contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, other persons and organizations. The declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any Bidder. 11.2 No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against who Contractor has reasonable objection. 12. Bid Proposal. 12.1 A completed Bid Proposal must be submitted in a sealed envelope as described in Item 15. The blank spaces in the Bid Form shall be filled in for each item for which a quantity is given and the Bidder shall state the price for which he proposes to do each item of work. The City of Coppell Bid Form must be completed. All blanks on the bid form must be completed in ink or typed. No substitutions, revisions, or omissions from the plans and/or specifications will be accepted unless authorized in writing by the Owner. 12.2 The legal status of the Bidder, that is, as a corporation, partnership, or individual, must be stated on the Bid Form. A corporation Bidder must name the state in which the organization is chartered. Bids which are signed for a corporation shall have the correct corporate name thereof, its post office address, and the signature of the president or other authorized officer of the corporation, manually written below the corporate name in the following manner: "By " If the bid is made by an individual, his post office address shall be given. Bids which are not signed by the individuals making them shall have attached thereto a power of attorney evidencing authority to sign the bid in the name of the person for whom it is signed. 1-10 Bidding Documents If the bid is made by a firm or partnership, the name and post office address of the managing member of the firm or partnership shall be given or the bid may be signed by an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the bid a power of attorney evidencing authority to sign the bid, executed by the members of the firm or partners. 13. Provision Concerning Escalator Clauses. Bids containing any condition which provides for changes in the stated bid prices due to increase or decrease in the costs of materials, labor, or other items required for this project, may be rejected and returned to the Bidder without being considered. 14. Estimates of Quantities. The quantities listed in the Bid Form will be considered as approximate and will be used for the comparison of bids. Payments will be made to the Contractor only for the actual quantities of work performed or materials furnished in accordance with the contract. The quantity of work to be done and the materials may be increased or decreased as provided for in the Contract Documents. If an item is noted as a "Plans Quantity" then only the quantity shown in the unit bid price schedule will be paid. 15. Submission of Bids. Bids will be received by the Purchasing Agent, and shall be submitted to the Purchasing Agent, City of Coppell, at the Town Center, 255 Parkway Boulevard, P.O. Box 9478, Coppell, Texas 75019 until, 2:00 p.m., March 6, 2008 and then publicly opened and read aloud. One copy of the bid enclosed in a sealed envelope and marked with the Project title, City of Coppell Bid No. Q-OI08-01 and the name and address of the Bidder shall be submitted. Included with the bid there should be a completed Bid Affidavit and a Proposal Guaranty per Item 1.5 of the NCTCOG Standard Specifications for Public Works Construction. If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" Construction of: CoppeU Road ProJect #ST 00-03 on the face of it and addressed to the Purchasing Agent, City of Coppell, Texas. 16. Modification and Withdrawal of Bids. 16.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 16.2 If, within twenty-four hours after the Bids are opened, any Bidder files a duly signed written notice with the Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of 1-11 Bidding Documents the Bid, that Bidder may withdraw his bid. Thereafter, that Bidder will be disqualified from further bidding on the work. 17. Rejection of Bids. Bids may be rejected if they show alterations of form, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. The Owner reserves the right to waive any irregularities in the bids as received and to reject any and all bids without qualification(s). More than one bid from an individual, firm or partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that a Bidder is interested in more than one such bid may cause the rejection of all bids in which said Bidder is interested. Bids in which prices are obviously unbalanced may be rejected. Bids submitted without a Proposal Guaranty, per NCTCOG Item 1.5 of the Standard Specifications for Public Works Construction will be rejected. 18. Bids to Remain Subject to Acceptance. All Bids will remain subject to acceptance for ninety (90) days after the day of the Bid opening, but the Owner may, in its sole discretion, release any Bid prior to that date. 19. Award of Contract. 19.1 The Owner reserves the right to reject any and all Bids, to waive any and all informalities except for the time of submission of the Bid and to negotiate contract terms with the Successful Bidder. The Owner also reserves the right to reject all nonconforming, non-responsive, unbalanced or conditional Bids. Also, the Owner reserves the right to reject the Bid of any Bidder if the Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or has doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 19.2 In evaluating Bids, the owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, completion time, and other data, as may be requested in the Bid form or prior to the Notice of A ward. Time of completion will be a consideration in the award of the bid. 19.3 The Owner may consider the qualifications and experience of any Subcontractors, Suppliers, or other persons or organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as requested by the Owner. The Owner also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of 1-12 Bidding Documents materials and equipment proposed for incorporation m the Work when such data is required to be submitted prior to the Notice of Award. 19.4 The Owner may conduct such investigations as the owner deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and fmancial stability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to the Owner's satisfaction within the prescribed time. 19.5 If contract is to be awarded, it will be awarded to the lowest and best qualified Bidder whose evaluation by the Owner indicates to the Owner that the award will be in the best interests of the Project. 19.6 If the contract is to be awarded, the Owner will give the Successful Bidder a Notice of A ward within ninety (90) days after the date of the Bid opening. 20. Execution of Agreements. Within fifteen (15) days after written notification of award of the contract, the Successful Bidder shall execute and furnish to the Owner three (3) original signed contracts and a Certificate of Insurance. 21. Affidavit of Bills Paid. Prior to final acceptance of this project by the Owner, the Contractor shall execute an affidavit that all bills for labor, materials, and incidentals incurred in the project construction have been paid in full, and that there are no claims pending. 22. Bid Compliance. Bid must comply with all Federal, State, county and local laws. Contractor shall not hire nor work any illegal alien. 23. Notice to Proceed. Upon execution of the Contract, the Owner will issue a written Notice to Proceed to the Contractor requesting that he proceed with the construction. The Calendar day count on this project shall commence on June 9,2008. 24. Sales Tax. The bidder shall not include or provide for sales tax on tangible personal property to be incorporated into the project. In order to be exempt from the sales tax on such tangible personal property, the contract shall separate and provide separate charges for materials to be incorporated into the project from charges for labor. The City will provide the 1-13 Bidding Documents Contractor with an exemption certificate for the materials. The contractor is expected to issue a resale certificate in lieu of paying a sales tax at the time of purchase. The bidder shall show the cost of materials to be incorporated into the contract (tangible personal property) in the space provided on the bid form. The successful bidders bid form will be used to develop a separated contract and will determine the extent of the tax exemption. Upon execution of the construction contract, the successful bidder shall provide a per item breakdown of 1) materials incorporated into the project; and 2) labor, equipment, supervision and materials not incorporated into the project. 25. Silence of Specification. The apparent silence of these specifications as to any detail or to the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practices are to prevail. All interpretations of these specifications shall be made on the basis of this statement by Owner or their authorized representative. 26. Change Orders. No oral statement of any person shall modify or otherwise change, or affect the terms, conditions or specifications stated in the resulting contract. All change orders to the contract will be made in writing by the Owner. 27. Assignment. The Successful Bidder shall not sell, assign, transfer or convey this contract, in whole or in part, without the prior written consent of Owner. 28. Venue. This agreement will be governed and construed according to the laws of the State of Texas. This agreement is performable in Dallas and Tarrant Counties, Texas. 29. Maintenance Bond. The Contractor shall provide a two-year Maintenance Bond in the amount of 50 % of the value of the work at the completion of the project. The bond must be provided prior to final payment by the City. 30. Testing Requirements. The Owner shall make arrangements with an independent laboratory acceptable for testing as required by the construction plans and standard specifications. The Contractor shall bear all related costs of re-tests, and re-inspections. The Contractor shall notify the ENGINEER in a timely manner of when and where tests or inspections are to be made so that they may be present. One copy shall be provided to the contractor of all reports and 1-14 Bidding Documents laboratory test results. Testing by the City does not alleviate the contractors' responsibility for his own quality assurance/quality control testing. Contractor shall replace any deficient construction items at his own expense. 31. Overtime. Hours worked before 8:00 a.m. or after 5:00 p.m., all weekends and holidays are subject to overtime. Overtime request or scheduled testing must be made in writing and approved by the City of Coppell. Seventy-two hours notice required. All overtime incurred by the City for inspection services shall be paid by the Contractor. If not paid, such cost may be deducted from partial payments. Overtime inspection shall be paid for at the rate of $54.00 per hour with a 4 hour minimum charge. 1-15 Bidding Documents 32. Payment. CONTRACTOR shall submit Applications for Payment in accordance with Item 1.51 of the General Provisions. Applications for Payment will be processed by the ENGINEER as provided in the General Provisions. 33. Documentation of existing conditions. The Contractor shall video and provide a copy of the video to the Owner of the existing conditions within entire work area prior to the start of construction. This is subsidiary to Pay Item 3 "Preparing Right-of-Way". 1-16 Bidding Documents BID FORM PROJECT IDENTIFICATION: Coppell Road Project - No. ST 00-03 in Coppell, Texas BID OF - \ ~E;VA" I t-Jq r f} (NAME OF FIRM) DATE 8JLDJo6 THIS BID IS SUBMITTED TO: City of Coppell (hereinafter called OWNER) c/o Purchasing Agent City of Coppell 255 Parkway Boulevard P.O. 9478 Coppell, Texas 75019 CITY OF COPPELL BID NO. Q-OI08-01 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Notice to Bidders and Instructions to Bidders. This Bid will remain subject to acceptance for ninety (90) days after the day of Bid opening. BIDDER will sign and submit the Agreement with other documents required by the Bidding Requirements within fifteen (15) days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged): No: Date: Rec'd: ~ ;9~ r;: 1-/7 Bidding Documents (b) BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing ofthe Work. (c) BIDDER has studied carefully all reports and drawings of subsurface conditions contained in the contract documents and which have been used in preparation of the contract documents. CONTRACTOR may rely upon the accuracy of the technical data contained in such reports, but not upon non-technical data, interpretations or opinions contained therein or for the completeness thereof for CONTRACTOR'S purposes. Except as indicated in the immediately preceding sentence, CONTRACTOR shall have full responsibility with respect to subsurface conditions at site. BIDDER has studied carefully all drawings ofthe physical conditions in or relating to existing surface or subsurface structures on the site, which are contained in the contract documents and which have been utilized in preparation of the contract documents. CONTRACTOR may rely upon the accuracy of the technical data contained in such drawings, but not for the completeness thereof for CONTRACTOR'S purposes. Except as indicated in the immediately preceding sentence, CONTRACTOR shall have full responsibility with respect to physical conditions in or relating to such structures. (d) BIDDER has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies (in addition to or to supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, explorations, tests reports or similar information or data are or will be required by BIDDER for such purposes. (e) BIDDER has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by BIDDER in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. (t) BIDDER has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 1 -I 8 Bidding Documents (g) BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. (h) This bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. (i) It is understood and agreed that the following quantities of work to be done at unit prices are approximate only, and are intended principally to serve as a guide in evaluating bids. G) It is understood and agreed that the quantities of work to be done at unit prices and materials to be furnished may be increased or diminished as may be considered necessary in the opinion of the OWNER to complete the work fully as planned and contemplated, and that all quantities of work, whether increased or decreased, are to be performed at the unit prices set forth, except as provided for in the Contract Documents. 4. Bidder understands and agrees that all work under this contract will be constructed in phases that will likely require multiple move-ins by contractors and/or subcontractors and further understands that all work shall be completed within the allotted calendar days. Completion date will be established in the Notice to Proceed. 5. It is understood and agreed that the Contractor's experience in this type of work will be a strong consideration in the award of the bid. 6. It is strongly recommended that each bidder visit the site prior to submitting a bid. Construction constraints exist, including traffic, that could affect productivity. 7. BIDDER will complete the Work for the following price(s): /-/9 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price BASE BID 1 1 LUMP Mobilization SUM Complete in Place, for the Sum of OlJE Uu\..Ji:j2.t.D h ~IEEN ~i 0'0 ~"\ "'"\~ S:A t-.J "1:Dollars ~ l \5m)~ fJD Cents per unit $Jl~ 2 I LUMP Traffic Control SUM Complete in Place, for the Sum of ~\Q:\\\ ~l~~ l~l)"~t...l~ .rtJ .0D ~\ \I~ \:la \0 , ."',"- Dollars 3~'D 3QjOO tSD Cents per unit $ $ 3 1 LUMP Preparing Right-of-Way SUM Complete in Place, for the Sum of C\J~ ~\JNDot2,ep ~\ ~~"/ ~\\\~ \~\JD E \Ie: ~iJ~ ~D .ct> (j) Dollars 1~5a) ~JQ Cents per unit $ $ \55%' 4 18,169 c.Y. Unclassified Street Excavation Complete in Place, for the Sum of S)~ lo . LtD \ \lo1B\ ' '(4D Dollars (rPX\J-Cents per unit $ $ 5 3,610 S.Y. Sawcut, Remove & Dispose of Existing Concrete Pavement Complete in Place, for the Sum of h\J~ 56 7.1YJ35. Sf Dollars {y r, t:~ F"1.J11- Cents per unit $ $ H:\proj\0I33860I \SpecsIBid Specs Feb 2008IBid Schedule.doc 1.20 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 6 10,700 S.Y. Sawcut, Remove, & Dispose of Existing HMAC Pavement Complete in Place, for the Sum of ---- \ t-\-fEf: 3.40 .tf) _ Dollars $ 3to:,~o ~oQ.\~ Cents per unit $ 7 9,274 S.F. Remove and Dispose of Concrete Sidewalk Complete in Place, for the Sum of ~ .55 5\oa~'O ~ C:"('J Dollars ~\ \j C;; Cents per unit $ $ 8 1,597 -8ir. Remove Ex. Brick Pavers and SF Replace with Stamped Concrete Complete in Place, for the Sum of ~ \~\J~ fj:J $ '9~5'.5O ~ Dollars $ \ \ \ \ ~..,.,)Cents per unit 9 18,068 _. 4" Thick Reinforced Concrete 'SF- Sidewalk Complete in Place, for the Sum of WQ'-~ 3.QD I ~ &f)'--x:. Dollars -})HJl;. \\..J-Cents per unit $ $ 10 24,336 'S!!f . 6" Thick, Reinforced Concrete SF Sidewalk Complete in Place, for the Sum of 'r'W \2. ~.5D LJ01511..cC Dollars ~ y-t' '-J-- Cents per unit $ -, .- c \ " H:\proj\OI3J8601\Specs\Bid Specs Feb 2008\Bid Schedule. doc f -2 f Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 11 1,065 S.Y. 6" Reinforced, Concrete Drive Complete in Place, for the Sum of ~Oe\'J S\\l ''It ;) ~5 $ L\Q1BBJS Dollars ~C1'ie4~h"l;; Cents per unit $ Lo" 12 15,933 S.Y. 8" Reinforced Concrete Pavement, with 6" Monolithic Curb Complete in Place, for the Sum of ~ Sl'j \ \-\\ ~ 3lo .30 qD Dollars \ ~ ~ Cents per unit $ $ 518jial" 13 77 S.Y. 6" Reinforced Concrete Alley Pavement Complete in Place, for the Sum of ~ ~€. tJi'j - r\ \J ~ ~.DO $ 5l15"OO Dollars f...l'CJ Cents per unit $ 14 836 SY. 6" HMAC Pavement for Streets & Driveways Complete in Place, for the Sum of ~\e,,) \\NO 3d~OO 0'0 Dollars ~Cents per unit $ $ c%Jl~ . 15 ,i.,-:'~fY S.Y. Temporary HMAC Pavement 1/000 Complete in Place, for the Sum of 8 \ ~\e...~u CO Dollars $---' lri CO \JO Cents per unit $11ULO H:\proj\OI 33860 I\Specs\Bid specs Feb 2008\Bid Schedule.doc 1-22 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Pri ce 16 18,667 S.Y. Lime Stabilized Sub-grade Complete in Place, for the Sum of O\J~ \ v1? $ 3'dlDl41' '16 ~ Dollars $ ~{.\,j1i ~\I~Cents per unit 17 392 TON Hydrated Lime (42LBS/SY) Complete in Place, for the Sum of aWE fu\.J~ ~w .00 ,d) Dollars \ \b $ l\3'~o Cents per unit $ 18 95 S.Y. Flexible Crushed Stone Base Driveway Complete in Place, for the Sum of ~\ (2.\\.1 Dollars 3D'OO JB5D .(f) NO Cents per unit $ $ 19 1 LUMP Restore Parkway and Disturbed SUM Areas Complete in Place, for the Sum of !1:"\~T-.l ~N \r.:;~"-i, ~l '\I Eo .DO \4uJ-.lDC>~D Dollars $ !)DfXD-CO 1\J'0 Cents per unit $ !5::f:[::[:J 20 51 EACH Barrier Free Ramp Complete in Place" for the Sum of ~ \ e-W,flj ~UkJ~~D .(j) CO Dollars Nt> Cents per unit $ 1300 $ l!Jla?J:$.) H:lprojIOI338601ISpecs\Bid Specs Feb 2008\Bid Schedule.doc /-23 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 21 1,635 SQUARE Sidewalk Retaining Wall FOOT VERT. Complete in Place, for the Sum of F ACE OF .~ \ e."1 OlJ~ WALL $ 5150?- .50 Dollars 31,5D 1=", F'''-} Cents per unit $ 22 822 EACH 4" Round Reflective and Non- Reflective Buttons Complete in Place, for the Sum of -h ,,~ 5.~5 5u Dollars ~ ents per unit $ $ 4.3i5 . 23 506 L.F. Reflective Pavement Striped Complete in Place, for the Sum of 3"€-" 'f.X\ 50 ~ .- Dollars l' 31<15- .~\- \t:=T,+-Cents per unit $ $ 24 4 EACH Reflective Pavement Markings ~€b Dollars Cents per unit $ \cb'cD . $ IJ. ?..D.fjj 25 39 EACH Road Sign Supports and Assemblies (Relocation) Complete in Place, for the Sum of $ 3101,50 $ lLJ332,5:l H:\proj\Ol 33860 IISpecsIBid Specs Feb 2008IBid Schedule.doc 1-24 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 26 4 EACH Remove and Relocate Existing Street Light Assembly Complete in Place, for the Sum of "'"\\-\ \Q..'i F, \! "E. Uv~1:>eID tf5J Dollars ftOtfO ~D Cents per unit $ $ \L\ CC() 27 1 LS Irrigation Modifications Complete in Place, for the Sum of ~'tf~~~~~ 11loDD'\P \'AlQCO' cO j Dollars .~a Cents per unit $ $ 28 1,720 L.F. Remove Existing Pipe Complete in Place, for the Sum of t\" \j ~ Dollars 6J0 Qo3D'oD -(" ~ ^,,..L."-hV-P_ Cents per unit $ $ I 29 4 EACH Remove Existing Inlet Complete in Place, for the Sum of ~\1~~~~C)~l~ 5'AS' cD :ill t:i. Dollars 'A'Dt> ~t> Cents per unit $ $ 30 6 EACH Remove Existing Headwall Complete in Place, for the Sum of ~\Il~~~~~etk 5).5 .to .DD Dollars 3\50 ND Cents per unit $ $ H:\projIO 133860 I ISpecsIBid Specs Feb 2008\Bid Schedule.doc 1-25 Bidding Documents 31 32 33 34 35 Quantity 1,163 BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Unit L.F. 958 L.F. Description and Price in Words 24" HDPE Complete in Place, for the Sum of ~~~=r~ .L Dollars ~ , ~ '( 'f-- Cents per unit 21" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of (', ~ \"~ Se.\j'€.Jl e.- Dollars ~i'A~cents per unit $ 24" Class III Reinforced Concrete Pipe CO(l\lete in Place, for the Sum of ~~.,.~ T-"eEE Dollars Nh.-- Cents per unit $ 27" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of S\ '" "t-f.\C1+l-\' _ Dollars i\.!.pn+\I-~\ I.I€...Cents per unit $ I 30" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of s.,'l~e~ ~ Dollars t'\ ~\}_Cents per unit $ H:lprojI0133860I ISpecsIBid Specs Feb 20081Bid Schedule.doc 1-26 476 L.F. 79 . L.F. 237 L.F. Unit Price $ ~. !JJ'~ ~Yl1f5 Total Price 5) $1o\t61. $ 553)45<:: t ?J" CO $ AD.crffi ro ~~~ ~.fD $ 5311-;15 $JJ~\ <1.~ Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 36 594 L.F. 36" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of (\C1~\~ ~UJe. 94,00 ~ Dollars $ $ 4QB1Lo' Cents per umt 37 134 L.F. 39" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of ~\\J'G-''f ~e Q4.5D \ ~ldS' r$:) ~ Dollars $ $ ~'t- Cents per unit 38 453 L.F. 42" Class III Reinforced Concrete Pipe $ qq~5' $ 45l~"15 39 910 L.F. 48" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of UutJDeE'D \\D1.6 5 Do liars , ... Cents per unit $ $ \DtBU 40 310 L.F. 54" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of )L\ \-;16 l\~42' :> $ $ H:lprojlOI 338601lSpecslBid Specs Feb 2008\Bid Schedule,doc 1.27 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 41 46 L.F. 66" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of . J).s:c. ~~~ NI~'T~ \Q4.V $~ ~ Dollars ~~-Fi\l~ Cents per unit $ 42 332 L.F. 72" Class III Reinforced Concrete Pipe Complete in Place, for the Sum of '~D UvtJ~P".~ A}D5D ?J . b'D \'\./ en\-~ Dollars $ $1 Otio t:" \ fZ''1 ents per unit 43 4 EACH 6' Curb Inlet Complete in Place, for the Sum of -i'\J-e~~ DvE \Juu~ 8 .dtl ~ Dollars 'A,.tp $ 4to ~"t) Cents per unit $~ 44 1 EACH 20' Curb Inlet Complete in Place, for the Sum of ~~'~~ ~~ ~rs.Db $ Sto 15" ()L) '-~ ~ Dollars ""TO Cents per unit $ 45 18 EACH 10' Recessed Curb Inlet Complete in Place, for the Sum of ..-( It: l ~"-I C~..p U. \lJ\ ')Dt' J","" 14\5 cD l13tt1D m 1- \ ~-r e: ~ l-.J Dollars ~l) Cents per unit $ ,-- " H:lprojlOl338601lSpecslBid Specs Feb 2008'Bid Schedule. doc 1.28 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 46 5 EACH 3' x 3' Drop Inlet Complete in Place, for t,he Sum of ~ \Je.\s\\{ t\..i'f., ~U\.l - 1\ CD CO V6tb oD ~ Dollars (:) Cents per unit $ $ \ 47 1 EACH 4' x 4' Drop Inlet Complete in Place, for the Sum of -"\~\.l~' 'j. ~\-llfi.~ $ 1~'J5'CO '1lo~ . ~ ~ \ - t:" ~ Dollars .... \0 Cents per unit $ 48 1 EACH 3 Grate Inlet Complete in Place, for the Sum of \"')&N~s. 'I. fu f1 bCEb ~~?5' $ 'Jio'A5.6D '\ ~~ \ '" ~ 11Jt. Dollars $ \J l ~ Cents per unit 49 EACH 4 Grate Inlet Complete in Place, for the Sum of &5D Ob r$:J $ $3\~ 50 4 EACH Combination 3 Grate Inlet Complete in Place, for the Sum of ../. roT::J 33._rf::/~C $ $G-\L4D H:\proj\OI33860IISpecsIBid Specs Feb 2008IBid Schedule. doc /29 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 51 I EACH Storm Drain Manhole 4' Square Complete in Place, for the Sum of ~~~~I~"~~ 3L\\J.)'OC ~LP' Q\J 00 Cents per unit $ $ 52 I EACH Storm Drain Manhole 5' Square Complete in Place, for the Sum of ~~\~ l\ . OJ $ L4'ADC:J .~~ u~ED Dollars ADD Cents per unit $ 53 1 EACH Reinforced Concrete Headwall Type'B' Complele in Place,~he Sum of ~~\\)~D tJ~ ~lJxJ ~ 41Db~ Dollars ~D Cents per unit $ $ 54 81 S.Y. Ft. Stone Riprap, Grouted, Type A Complete in Place, for the Sum of S~" ~~N~0"eEE. i'Q.5D $ 5163,50 st Dollars $ ~ \ ~ Cents per unit 55 5,713 L.F. Trench Safety System Complete in Place, for the Sum of l)\J~ ) .cD $ ~B .lt6 Dollars f\\l f.. Cents per unit $ ,/ /"-', ~'l H:\proj\01338601 \Specs\Bid Specs Feb 2008\Bid Schedule.doc 1-30 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 56 1 LS Erosion Control Complete in Place, for the Sum of ~-n~b .cP . cf::) "-l 'DeE Dollars \4\ CO ND Cents per unit $ $ )L\ \00 57 90 L.F. 6" PYC DR 14 CL 200 Water Pipe Complete in Place, for the Sum of -i~\\ (l'"('{ Dt-J~ 8\.5D $?W"~ Dollars (\ ~-r'i--cents per unit $ 58 220 L.F. 8" PYC DR 14 CL 200 Water Pipe Complete in Place, for the Sum of (oe ''4 \'vVO 4'A,QD $ q-JL\D" dD Dollars ND Cents per unit $ 59 3,750 L.F. 12" PYC DR 14 CL 200 Water Pipe Complete in Place, for the Sum of ~\~\"i &~ ~t-J 5'1 ~ 5 5t t""\ Dollars $ l..\lo 5lc'1' '-.. ..... . ~vtCents per unit $ -/ I 60 42 L.F. 6" PYC DR 14 CL 200 Water ~VvD Pipe by Other Than Open Cut "3 0.. '; t!b. Complete in Place, for the Sum of ~ 1, ~~w, G'{'~U\.J $ ,3Qg.t>D kl\ \ JE, Dollars \~C1'OO ~ Cents per unit $ H:\proj\0133860I \Specs\Bid Specs Feb 2008\Bid Schedule doc /-3/ Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 61 333 L.F 8" PVC DR 14 CL 200 Water Pipe by Other Than Open Cut Complete in Place, for the Sum of '1\,.,() ~ oe.~D\\VE.Nr\J 5D $~ Dollars HAY Cents per unit $ ~1b' 62 69 L.F. 12" pve DR 14 CL 200 Water Pipe By Other Than Open Cut Complete in Place, for the Sum of ~D ~l-It::ee.l> ~~ 1~ \ .50 lloltLC5D "-l t:" Dollars ~ \ ~,,- / Cents per unit $ $ .' 7 63 8 EACH 6" Gate Valve Box Complete in Place, for the Sum of t~~;~\J~~~.? 84bcD $ (Of)[)" oC tJ'D Cents per unit $ 64 15 EACH 8" Gate Valve/Box Complete in Place, for the Sum of l)J"t. T~'At--JU \DX) ('j:) 15'1:h ~ t:: \ -r=-t 'I- Dollars "-\ [') Cents per unit $ $ 65 17 EACH 12" Gate Valve/Box Complete in Place, for the Sum of ~~~~~ 19q()" aD ; 3AI3Dti) t-JC Cents per unit $ H:\proj\O 133860)\SpecsIBid Specs Feb 2008IBid Schedule. doc 1-32 Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 66 19 EACH Connection to Existing Water Line Complete in Place, for the Sum of ~\(~ ~~bQ€D\lJE~ 515,D'O $ QQ1S''OO ?"l"-lt. Dollars ND Cents per unit $ 67 EACH. Domestic Water Service Line and Meter Relocation Complete in Place, for the Sum of ~\OD .CO 1..' . V'D $ $ \DD 68 15 EACH Domestic Water Service Line by Other Than Open Cut and Meter Relocation Complete in Place, for the Sum of \tUJ"ca 5 5t) cO $ $ \ ., 69 5 EACH Fire Hydrant Assembly Complete in Place, for the Sum of --rWE.~ ~ 1\Dt)'cO .\\J\.i ~ Dollars 1 rfto" '~o Cents per unit $ $ 70 4,528 L.F, Trench Safety Complete in Place, for the Sum of D\\}E. l.05 4'154 . u r\\i~ Do lIars Cents per unit $ $ H:lproj\OI33860 1 ISpecsIBid Specs Feb 2008IBid Schedule.doc /-33 Bidding Documents 71 72 73 74 75 Quantity BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Unit 67 L.F. Description and Price in Words Unit Price 425 L.F. 8" PVC Sanitary Sewer Pipe, SDR 35 Complete in Place, for the Sum of :J\..\\ eT\} (3\ \L -"' ~ Q.- Dollars 3lo' l-' (j\l~Cents per unit $ 10" PVC Sanitary Sewer Pipe, SDR 35 Complete in Place, for the Sum of rcQ:\\.1 T wu . Dollars t'lo Cents' per unit $ ~1'cO EACH 2 EACH 4' Diameter Sanitary Sewer Manhole Total Price $ I")L\Lo~.25 .00 $ \llrD Complete in Place, for the Sum of ~'h~~~o~s 1l/,l)h.D{) $ 'I; _<'I~.o1:J ....J U Cents per unit $ A. (j ~ ^lJ) J....J Wastewater Access Device Complete in Place, for the Sum of 1'\tJ ~ \J\ \/ n,"-J f. iL\J\;- P lJ / Dollars ~\ c::O lJ"D Cents per unit $ ^ DD Sanitary Sewer Service $ '-i J..t::f:tJ::J Complete in Place, for the Sum of ~ f'\l 'to-' ~ l....., '\~.t--i ......... ~ F'\W'J 6ol~ . (. 06D .CD 11 " 'DO N-D Cents per unit $ . $_ '.(J....O\.-...J_ H:\projIOI33860JlSpecslBid Specs Feb 2008IBid Schedule.doc 1-34 4 EACH . I " I Bidding Documents BID SCHEDULE COPPELL ROAD - COOPER LANE TO SANDY LAKE ROAD Quantity Unit Description and Price in Words Unit Price Total Price 76 4 EACH Adjust Sanitary Sewer Manhole Complete in Place, for the Sum of ~\ \J ~ ~\V~betD\\tJBJT ~ 5J5LP cJJ t=: '\..I C Dollars NU Cents per unit $ $ ~\ t:()' 77 492 L.F. Trench Safety Complete in Place, for the Sum of ~~ ,.dS $ .5\ La .l!t D ~ \ '4~ Dollars Cents per unit $ 78 2 EACH Project Sign Complete in Place, for the Sum of (au Q .fuSjbQ.E:D li5D .r:f) qCO'O'O ~ \ t:' Dollars ~\:) Cents per unit $ $ TOTAL AMOUNT OF BASE BID - ITEMS 1.;78 )5 $ 'J.. ~~ 8liA Ul ' Unit prices are to be shown in both words and figures. In case of a discrepancy, the unit price in words will prevail. Prices listed above are the only compensation to be made. All items of work required to complete the work as shown on the plans and as specified which are not listed as a pay item in this proposal are considered subsidiary. J J.~ t.l i t ~ ~ trt1E\,,:>po~e ..J ~D fOTPcJ 2,851, ~4".?> 0_ H:lprojI01J38601ISpecslBid Specs Feb 2008IBid Schedule.doc 1-35 Bidding Documents BID SUMMARY TOTAL PRICE CALENDAR DAYS TOTAL BASE BID ITEMS - 1-78 $1.~5B~1L.o ,,5 365 In Words: 'wo M, \\IC)lJ, t:\C::,~, fu~Dee.t> r\c:~'i f\G \-\r T~~ j::) S\~ Bu"-JD"e~t> \WE.~'( S 'I- bDLuqes~ J:"\FT~E~ (l~NI5. 6. BIDDER agrees that all Work awarded will be completed within 365 Calendar Days from June 9, 2008. Contract time will commence to run on June 9, 2008 as provided in the Contract Documents. 7. Communications concerning this Bid shall be addressed to the address of BIDDER indicated on the applicable signature page. 8. BIDDER understands that the Owner is exempt from State Limited Sales and Use Tax on tangible personal property to be incorporated into the project. Said taxes are not included in the Contract Price (see Instructions to Bidders). 9. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. The Owner reserves the right to delete any portion of this project as it may deem necessary to stay within the available funds. Should the Owner elect to delete any portion, the contract quantities will be adjusted accordingly. PROPOSAL GUARANTY ~ A Proposal Guaranty shall be provided in accordance with Item 1.5 of the NCTCOG Standard Specifications for Public Works Construction. SUBMITTED ON )\SE~-:VA" , N~ Oc. Signature: r,~- ~ "AQ.-n.\oQ... "seD I'Ye~n:)(Nl"' 1-36 Bidding Documents BID AFFIDAVIT The undersigned certifies that the bid prices contained in this bid have been carefully reviewed and are submitted as correct and final. Bidder further certifies and agrees to furnish any and/or all commodities upon which prices are extended at the price offered, and upon the conditions contained in the Specifications of the Invitation to Bid. The period of acceptance of this bid will be ninety (90) calendar days from the date of the bid opening. STATE OF --r€.~A& COUNTY OF t::X:~_\\Oc. '2:> BEFORE ME, the undersigned authority, a Notary Public in and for the State of ~, on this day personally appeared ~\~ \ \ ~ \\ Sf 0 who after being by me Name duly sworn, did depose and say: "I, ~~\.l \2 "\\ SED am a duly authorized office/agent for Nam~ ~ !'_ \ \ St:.D of A'\J \ ~ U,) - and have been duly authorized to execute the Name of Firm - ----;) f\ foregoing on behalfofthe said \ \SE.D YA\J \ wG '-D . Name of Firm . I hereby certify that the foregoing bid has not been prepared in collusion with any other Bidder or individual(s) engaged in the same line of business prior to the official opening of this bid, Further, I certify that the Bidder is not now, nor has been for the past six (6) months, directly or indirectly concerned in any pool, agreement or combination thereof, to control the price of services/ commodities bid on, or to influence any individual(s) to bid or not to bid thereon." Name and Address of Bidder: - \ \ S8:) 'VA\l1 ~ (.q C ("".:) . l\ \~ [. +lrW'1' 8J::) J M-G"'Sr~l) \\E:. \))( L5J5b Telephone: (q1~A~ (~,23>y: A Q., ~'-) Q.. h 5E-C) Title: ~t? tS\ '\:E ~ Signatur~ ~ ... - -- -- SUBSCRIBED AND SWORN to before me by the above named ~U'K- ,-; SED on this the l Cl'*h day of ~O.r{\ ~ 20 Drg Notary Public in and for the State of '-lE~ t4S ~On~'~~' 1-37 Bidding Documents r If BIDDER IS: An Individual r r By (Seal) (Individual's Name) doing business as Business address Phone No. I A Partnership By (Seal) (Firm Name) r I (General Partner) Business address Phone No. A Corporation By "SIT:> -VA" I t.JG C.O- (Corporation Name) tv\\ (State of Incorporation) By fi..~\.)Q... \\ SE. ~ <J'!ame of person authori~ed to sign) '~~~~\~Er-J \ I (Tj~e) /)" (Corporate Seal~) 1_ Ii;, "~/ Attest ~-G~ '7 I (Secretary) ~"I'iness address _ . ~ ~...\.\.-..J'I 9,n TIn J'J\~r~ ) )"/..16\~ ~ Phone No. J..)'7gQ{J723 A Joint Venture By (Name) (Address) By (Name) (Address) (Each joint venture must sign. The manner of signing for each individual, partnership and corporation that is a partner to the joint venture should be in the manner indicated above.) /-38 Bidding Documents PREVAILING WAGE RATES Air Tool Operator ... ...... .......... ............. 9.00 Asphalt Raker ... ......... ......... ......... ... ... 9.55 Asphalt Shoveler ... ...... ...... ... ... ... ... ......8.80 Batching Plant Weigher....................... .11.51 Carpenter ......... ........................... ..... 10.30 Concrete Finisher-Paving .................... ..10.50 Concrete Finisher-Structures......... .... .. .... 9.83 Concrete Rubber ................................. 8.84 Electrician....................................... .15.37 Flagger ......... ............... ... ......... .. ....... 7.55 Form Builder-Structures........................ 9.82 Form Liner-Paving and Curb .................. 9.00 Form Setter-Paving and Curb .................. 9.24 Form Setter-Structures ......................... 9.09 Laborer-Common......... .................. ..... 7.32 Laborer-Utility ................................... 8.94 Mechanic.................... ..................... 12.68 Oiler............ _................................. 10.17 Servicer ...... ... .. .. .. . .. .. .. . . .. . .. .. .. .. . .. . .. .. 9.41 Painter-Structures...... ......................... 11.00 Pipe Layer ............... ........'............. .... 8.98 Blaster ............... ............................. 11.50 Asphalt Distributor Operator...... ...... .. . ... 10.29 Asphalt Paving Machine... ... ......... ...... 10.30 Broom or Sweeper Operator .. .. .. . .. .. .. .. . . ... 8.72 Bulldozer....................................... 10.74 Concrete Curing Machine...................... 9.25 Concrete Finishing Machine............ ...... 11.13 Concrete Paving Joint Machine............... 10.42 Concrete Paving Joint Sealer .................. 9.00 Truck Driver Lowboy/Float ...... ... ...... .... 10.44 Truck Driver-Transit Mix .................. .... 9.47 Truck Driver-Winch ......... .. .. .. .. . .. . .. . .... 9.00 Vibrator Operator-Hand Type .................. 7.32 Welder..................... .................. .... 11.57 Concrete Paving Saw......... ....................... 10.39 Concrete Paving Spreader..................... ......10.50 Slip form Machine Operator .......................... 9.92 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel ..................... .. . ... 11.04 Foundation Drill Operator Crawler Mounted .....10.00 Foundation Drill Operator Truck Mounted ....... 11.83 Front End Loader......... ......... ... ................ 9.96 Milling Machine Operator........................... 8.62 Mixer............ ... ...... ............................. 10.30 Motor Grader Operator Fine Grade... ............ 11.97 Motor Grade Operator... ......... ............... .... 10.96 Pavement Marking Machine ............ ............. 7.32 Roller, Steel Wheel Plant-Mix Pavements ......... 9.06 Roller, Steel Wheel Other Flatwheel or Tamping......................................... 8.59 Roller, Pneumatic, Self-Propelled .................. 8.48 Scraper... ......... ...... ... ... ... ........... ....... ..... 9.63 Tractor-Crawler Type................... ............ 10.58 Tractor-Pneumatic.................................... 9.15 Traveling Mixer....................................... 8.83 Wagon-Drill, Boring Machine ...... ......... ...... 12.00 Reinforcing Steel Setter Paving ... ............ ..... 13.21 Reinforcing Steel Setter Structures ...... .. . .. .. ... 13.31 Steel Worker- Structural............................ 14.80 Spreader Box Operator .............................. 10.00 Work Zone Barricade........................ ...... ... 7.32 Truck Driver-Single Axle Light..................... 8.965 Truck Driver-Single Axle Heavy .... ..... ...........9.02 Truck Driver -Tandem Axle Semi Trailer ......... 8.77 1-39 Bidding Documents SECTION 2 CONTRACT DOCUMENTS THE . CITY . 0 F corrELL . l' e .f K Ii 2-1 STANDARD FORM OF AGREEMENT BETWEEN CITY OF COPPELL AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE TIllS AGREEMENT is dated as of the day of in the year 2008 by and between the CITY OF COPPELL, TEXAS, a municipal corporation (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: This work shall consist of the construction of Coppell Road extending from Cooper Lane to Sandy Lake Road. This project will include the removal of existing pavement, excavation, and all related utilities, as well as the construction of pavement, storm sewer, and utilities as described in the plans for ST 00-03. Worle shall include all components necessary for the "turn key" construction of the project as shown in the plans for the Coppell Road Project # ST 00-03. The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Construction of CoppeR Road Project Project - No. ST 00-03 Bid No. Q-OI08-01 Article 2. ENGINEER. The Project has been designed by Huitt-Zollars, Inc. Contract administration will be provided by the City of Coppell Engineering Department who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. 2-2 Contract Documents Article 3. CONTRACT TIME. 3.1. The Work will be completed within 365 Calendar Days from the date when the Contract time commences to run, June 9, 2008, as provided in Item 1.13 of the General Provisions, and completed and ready for final payment in accordance with Item 1.51 of the General Provisions. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the time specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Item 1.36 of the General Provisions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for daily (but not as a penalty) CONTRACTOR shall pay OWNER $ 1.000.00 for each day that expires after the time specified in paragraph 3.1 for Completion until the Work is complete. Article 4. CONTRACT PRICE. 4.1. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents in current funds subject to additions and deductions by Change Orders as provided in the contract documents in accordance with the unit prices listed in Section 1 - Proposal and Bid Schedule. The contract sum shall be the amount of $ . The total tangible property cost included in the contract sum is $ Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Item 1.51 of the General Provisions. Applications for Payment will be processed by ENGINEER as provided in the General Provisions. 5.1. Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in Item 1.51 of the General Provisions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Provisions. 5.1.1. Prior to Completion, progress payments will be made in an amount equal to the percentage indicated in Item 1.51.2 of the General Provisions, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall 2-3 Contract Documents determine, or OWNER may withhold, m accordance with Item 1.52 of the General Provisions. 5.2. Final Payment. Upon final completion and acceptance of the Work in accordance with Item 1.51.4 of the General Provisions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Item 1.51.4. Article 6. INTEREST. No interest shall ever be due on late payments. Article 7. CONTRACTOR'S REPRESENTATIONS. hI order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in Item 1.3 of the General Provisions, and accepts the determination set forth in Item SC-l.20 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which CONTRACTOR is entitled to rely. 7.2. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 7.1 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance, or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Item 1.3 of the General Provisions; and no additional examinations, investigations, explorations, tests, reports, studies, or similar information or data are or will be required by CONTRACTOR for such purposes. 7.3. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies, or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Items 1.3, 1.20 and 1.21 of the General Provisions. 7.4. CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 2-4 Contract Documents 7.5. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. . 'Article 8. CONTRACTOR DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONlRACTOR concerning the Work consist ofthe following: 8.1. This Agreement. 8.2. Exhibits to this agreement (immediately following this Agreement, inclusive). 8.3. Certificate of Insurance. 8.4. Notice of Award. 8.5. Part 1: General Provisions of the Standard Specifications for Public Works Construction, NCTCOG, (Third Edition). 8.6. Supplementary Conditions to the NCTCOG, Part 1: General Provisions (pages 3-2 thru 3-10). 8.7. Specifications bearing the title: "Construction Specifications and Contract Documents for "Coppell Road Project - # ST 00-03 for the City of Coppell". 8.8. Drawings entitled: "Coppell Road Project - # ST 00-03 for the City of Coppell". 8.9. The following listed and numbered addenda: 8.10. CONTRACTOR's Bid Proposal and Bid Schedule of Section I - Bidding Documents. 8.11. Documentation submitted by CONTRACTOR prior to Notice of Award. 8.12. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to Items 1.37 and 1.38 of the General Provisions. 8.13. The documents listed in paragraphs 8.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). The Contract Documents may only be amended, modified, or supplemented as provided in Items 1.37 and 1.38 of the General Provisions. 2-5 Contract Documents Article 9. MISCELLANEOUS. 9.1. Terms used in this Agreement which are defined in Item 1.0 of the General Provisions will have the meanings indicated in the General Provisions. 9.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (expect to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary fu. any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3. OWNER and CONlRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 2-6 Contract Documents Article 10. OTHER PROVISIONS. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on ~d~~ ,2008. OWNER: City of Coppell 255 Parkway Boulevard Coppell, TX 75019 CONTRACTOR: )Ii./') .1 ,: l ,./ _.~.., /,c/,. /", ""...~. ,. BY: TITLE: aIry /J1AJJ~€R A~~ 13~/~~ Address for givin otices: B~ ~--=-?- P.O. Box 9478 Coppell, Texas 75019 Attn: Ken Griffin, P .E. Dir. ofEngineeringlPublic Works TITLE: ^ RJ N U R J I S EO 1 NE S II EN , AITEST:~.J:l.L Address for giving notices: ~Iq ~. W~". BD MrsQUITh,~ 7SI..$U (If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of Agreement.) (If CONTRACTOR is a corporation, attach evidence of authority to sign.) 2-7 Contract Documents l ACORQ.. CERTIFICATE OF LIABILITY INSURANCE I DATE (MMlDDIYY) 04/21/08 PRODUCER 1-248-828-3377 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Valenti Trobec Ch-..nd1er Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1175 West Long Lake Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 200 Troy, HI 48098 INSURERS AFFORDING COVERAGE Delano Valenti INSURED INSURER A: Zurich American Insurance Companv Tiseo Paving Company. Inc. INSURER B: Zurich American Guarantee Insurance Company P.O. Box 270040 INSURER C: St Paul Travelers Insurance Company Dallas, TX 75227 INSURER D: I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I~~~ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS A GENERAL LIABILITY GL0930734805 11/01/07 11/01/08 EACH OCCURRENCE $ 1,000,000 ~~MERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) $ 300,000 ~ [!l $ 5,000 ! CLAIMS MADE X OCCUR MED EXP (Anyone person) X Blanket AI PERSONAL & ADV INJURY $ 1,000,000 X Waiver of Subrogation GENERAL AGGREGATE $ 2,000,000 ~'L AGGRE~E LIMIT APFlS PER: PRODUCTS-COM~OPAGG $ 2,000,000 POLICY X ~~,9,: LOC A ~TOMOBILE LIABILITY BAP591712402 11/01/07 11/01/0B COMBINED SINGLE LIMIT $1.000,000 X ANY AUTO (Ea accident) I--- - ALL OWNED AUTOS BODILY INJURY (Per person) $ - SCHEDULED AUTOS ~ HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) - X Blanket AI End't PROPERTY DAMAGE - $ X Waiver of Subrogation (Per accident) ~RAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO I EA ACC $ OTHER THAN AUTO ONLY: AGG $ B EXCESS LIABILITY AUC926299700 11/01/07 11/01/0B EACH OCCURRENCE $10,000,000 ~'OCCUR D CLAIMS MADE AGGREGATE $10,000,000 $ ==1 DEDUCTIBLE $ RETENTION $10,000 $ A WORKERS COMPENSATION AND WC930734905 11/01/07 11/01/08 X I WC STATU- IOJ~- EMPLOYERS' LIABILITY $ 1,000,000 E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 OTHER C Leased/Rented Equipment QT660945X2322TLC06 11/01/07 11/01/0B Oed: $1,000 $ 250,000 $ $ DESCRIPTION OF OPERATIONSlLOCATIONSlVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Project: Coppe11 Road Project (from Sandy Lake Road to Cooper Lane) 8ST 00-03 Certificate Holder is Named Additionally Insured Waiver of Subrogation Applies CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Coppe1l DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN Dir of Engineering/Public Works NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Attn: Ken Griffin, P.E. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR P.O. Box 9478 REPRESENTATIVES. Coppell, TX 75019 AUTHORIZED REPRESENTATIVE ~ 4,JIL .p I USA ACORD 25-S (7/97) mtaylor 8570024 @ ACORD CORPORATION 1988 ~ -1 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer. and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-8 (7/97) ~ POLICY NUMBER: GL093073480S COMMERCIAL GENERAL LIABILITY CG 25030397 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects: (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION I), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Li m it. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION I), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. CG 25 03 03 97 Copyright, Insurance Services Office, Inc., 1996 D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Limits Of Insurance (SECTION III) not otherwise modified by this endorsement shall continue to apply as stipulated. CG 25 03 03 97 Copyright, Insurance Services Office, Inc., 1996 Additional Insured - Automatic - Owners, Lessees Or Contractors - Broad Form ~ ZURICH Policy No. Efr. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'l. Prem Return Premo $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section II) is amended to include as an insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to "bodily injury", "property damage" or "personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and CoverageB, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if I. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; <r b. "Your work" completed as included in the "products-completedoperations hazard", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless ofthe provisions of paragraphs A. and B. above: I. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits ofInsurance to any additional insured person or organization that exceed the lower of a. The Limits ofInsurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: I. "Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the addi- tional insured; or Includes copyrighted material of Insurance Services Office. Inc. with its permission. U-GL-I 17S-A CW (9/03) Page 1 of2 2. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and b. Supervisory, inspection, architectural or engineering activities. E. The additional insured must see to it that: I. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim: 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. U-GL-f 175.A CW (9/03) Page2of2 PERFORMANCE BOND Bond No. 35BCSEU3781 STATE OF TEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: That Tiseo Paving Company whose address is 419 East HiQhway 80. Mesquite, TX 75150 hereinafter called Principal, and Hartford Fire Insurance Company , a corporation organized and existing under the laws of the State of Connecticut , and fully licensed to transact business in the State of Texas as Surety, are held and firmly bound unto the CITY OF COPPELL, a municipal corporation organized and existing Wlder the laws of the State of Texas, hereinafter called "Beneficiary", in the penal sum of Two Million Eight Hundred Fifty Eight Thousand Six Hundred Twenty Six and 15/100THS DOLLARS ($ 2,858.626.15 ) in lawful money of the United States, to be paid in Dallas COWlty, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. This Bond shall automatically be increased by the amoWlt of any Change Order or Supplemental Agreement which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement which reduces the Contract price decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the City of Coppell, the Beneficiary, dated the of , AD. 20 . , which is made a part hereof by reference, for the construction of certain public improvements that are generally described as follows: Construction of Coppell Road Project - # ST 00-03 Bid No. Q-OI08-01 NOW, THEREFORE, if the Principal shall well, truly and faithfully perform and fulfill all of the Wldertakings, covenants, terms, conditions and agreements of said Contract in accordance with the plans, specifications and Contract documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required Wlder this Contract, and shall also well and truly perform and fulfill all the Wldertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Principal shall fully indemnify and save harmless the Beneficiary from all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. 2-10 Contract Documents PROVIDED FURTHER, that if any legal action be filed on this Bond, exclusive Venue shall lie in Dallas County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the specifications accompanying the same shall in anyway affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms ofthe Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Article 5160 of Vernon's Annotated Civil Statutes, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Dallas County or Denton County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the insurance Code, Vernon's Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in one of which shall be deemed an original, this the 17th day of four (4) April copies, each ,20~ PRINCIPAL SURETY By:~-- - Title: Arthur TIMO. PresIdent Hartford Fire Insurance Company /"~ (/\:1~711. ~ By: I ,. Tiseo Pavinq Company Title: Kathleen M. Irelan, Attorney-In-Fact ~~ ATTEST: Resident Agent of the Surety in Dallas or Denton County, Texas, for delive NAME: William O. Birdsonq ADDRESS: 10000 N Central Expressway, Ste 1100. Dallas, TX 75231 NOTE: Date of Perfonnance Bond must be date of Contract.. If Resident Agent is not corporation, give person's name. 2-11 Contract Documents PAYMENT BOND Bond No. 35BCSEU3781 STATEOFTEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: That Tiseo Paving Company whose address is 419 East Highway 80. Mesquite, TX 75150 hereinafter called Principal, and Hartford Fire Insurance Company , a corporation organized and existing under the laws of the State of Connecticut , and fully licensed to transact business in the State of Texas as Surety, are held and firmly bound unto the CITY OF COPPELL, a municipal corporation organized and existing under the laws ofthe State of Texas, hereinafter called "Beneficiary", in the penal sum of Two Million EiQht Hundred Fifty Eight Thousand Six Hundred Twenty Six and 15/100THS DOLLARS ($ 2.858.626.15 ) in lawful money of the United States, to be paid in Dallas County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. This Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement which reduces the Contract price decrease the penal sum ofthis Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the City ofCoppell, dated the of , A.D. 20 , which is made a part hereof by reference, for the construction of certain public improvements that are generally described as follows: Construction of CoppeD Road Project - # ST 00-03 Bid No. Q-OI08-01 NOW, THEREFORE, if the Principal shall w~ll, truly and faithfully perform its duties and make prompt payment to all persons, firms, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in said Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, exclusive Venue shall lie in Dallas County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications, Drawings, etc., accompanying 2-12 Contract Documents the same, shall in anyway affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. This Bond is given pursuant to the provisions of Article 5160 of Vernon's Annotated Civil Statutes, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Dallas County or Tarrant County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 ofthe insurance Code, Vernon's Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in four (4) one of which shall be deemed an original, this the 17th day of April copies, each .20~. PRINCIPAL SURETY Tiseo Paving Company Hartford Fire Insurance Company /""'_1 (. \,", rl~ J11 By: .i" /,U'1 . 1'1" - ~ By:~___~ Title: Arthur TIseo. Pre8ldent Title: Kathleen M. Irelan. Attorney-In-Fact AmsT: ~ 4t", ~ ATTEST: fj~IA()~ The Resident Agent of the Surety in Dallas or Tarrant County, Texas, for delivery of notice and service of the process is: NAME: William D. Birdsong ADDRESS: 10000 N Central Expressway. Ste. 1100, Dallas. TX 75231 NOTE: Date of Peiformance Bond must be date of Contract. If Resident Agent is not a corporation, give a person's name. 2-13 Contract Documents MAINTENANCE BOND Bond No. 35BCSEU3781 STATE OF TEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: THAT Tiseo PavinQ Company 419 East HiQhway 80, Mesquite. TX 75150 as Principal, and Hartford Fire Insurance Company , a corporation organized under the laws of Connecticut , as sureties, do hereby expressly acknowledge themselves to be held and bound to pay unto the City of Coppell a Municipal Corporation, Texas, the sum of One Million Four Hundred Twenty Nine Thousand Three Hundred Thirteen Dollars and 08/100THS Cents ($ 1.429.313.08 ) , for the payment of which sum will and truly be made unto said Tiseo Paving Company , and its successors, said principal and sureties do hereby bind themselves, their assigns and successors jointly and severally. TillS obligation IS conditioned; however, that whereas, the said Tiseo Paving Company has this day entered into a written contract with the said City of Coppell to build and construct CoppeD Road Project - # ST 00-03, which contract and the plans and specifications therein mentioned, adopted by the City of Coppell are hereby expressly made a part thereof as through the same were written and embodied herein. WHEREAS, under the plans, specifications, and contract, it is provided that the Contractor will maintain and keep in good repair, the work herein contracted to be done and performed, for a period of two (2) years from the date of the acceptance of said work, and to do all necessary repairs andlor reconstruction in whole or in part of said improvements that should be occasioned. by settlement of foundation, defective workmanship or materials furnished in the construction or any part thereof or any of the accessories thereto constructed by the Contractor. It being understood that the purpose of this section is to cover all defective conditions arising by reason of defective material and charge the same against the said Contractor, and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidation damages mentioned in said contract for each day's failure on its' part to comply with the terms of said provisions of said contract. Now, therefore, if the said Contractor shall keep and perform its' said agreement to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void, and have not further effect, but if default shall be made by the said Contractor in the performance of its' contract to so maintain and repair said work, then these presents shall have full force and effect, and said City of Coppell shall have and receive from the said Contractor and its' principal and sureties damages in the premises, as provided; and it is further agreed that this obligation shall be a continuing one against the principal and sureties, hereon, and that successive recoveries may be and had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, 2-14 Contract Documents and the same shall not be changed, diminished or in any manner affected from any cause during said time. IN WITNESS WHEREOF, the said Tiseo Pavinq Company has caused these presents to be executed by and the said Hartford Fire Insurance Company has caused these presents to be executed by its Attorney in fact and the said Attorney in fact Kathleen M. Irelan has hereunto set his hand, the 17th day of April . 20 08 PRINCIPAL SURETY By:~ ~-==::- Arthur TiMO. Pre8ldent Hartf~~,jfe Insurance Company By: '>/;~~ 711. ~ Tiseo Paving Company . Title: Title: Kathleen M. Irelan. Attorney-in-Fact WITNESSM _~ lJ.k , ATTEST: !fn1Jl (]~ NOTE: Date of Maintenance Bond must not be prior to date of Contract 2-15 . Contract Documents - POWER OF ATTORNEY - KNOW ALL PERSONS BY THESE PRESENTS THAT: Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 P.O. BOX 2103,690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 35-351225 [X] Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut [X] Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana [K] Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State ofConnecticllt CJ Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut CJ Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana c::J Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State ofllJinois c::J Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana c::J Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Robert Trobec, Kathleen M. Irelan, Ian J. Donald, Jeffrey A. Chandler of Troy, MI their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ~, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the - nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies _ have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ~."CD::':-':.... ~~#~' ,;:[,'" '!,\ ~~t .. ;::~ ,,,-'.197<), r:J \::J:;:.~"._.....: ~~,I ~"r,;;.:~~~.':.~,y f~O C\..~ (') / {~J CtArGt..A "'/.01' .t -(/l/'-- I t"/ '-'.$/ Paul A. Bergenholtz, Assistant Secretary David T. Akers, Assistant Vice President STATE OF CONNECTICUT} 55. Hartford -COUNlY OF HARTFORD On this 4th day of August, 2004, before me personally came David T. Akers, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the -laid instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed lis name thereto by like authority. /jc:w-<f7 g~ Scott E. Paseka Notary Public CERTIFICATE My Commission Expires October 31,2007 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct :opy of the Power of Attorney executed by said Companies, which is still in full force effective as of April.17, 2008 Signed and sealed at the City of Hartford. . t;;. . i ..a-J----- - f!ryjJ~ t~ Gary W. Stumper, Assistant Vice President Certificate of Insurance . After award of contract, Contractor will provide Owner with Certificate of Insurance, which will be executed and bound here with final documents. 2-8 Contract Documents General Instructions For Bonds A. The surety on each bond must be a responsible surety company which is qualified to do business in Texas and satisfactory to the Owner. B. The name, and residence of each individual party to the bond shall be inserted in the body thereof, and each such party shall sign the bond with his usual signature on the line opposite the scroll seal, and if signed in Maine, Massachusetts or New Hampshire, an adhesive seal shall be affixed opposite the signature. C. If the principals are partners, their individual names will appear in the body of the bond, with the recital that they are partners composing a firm, naming it, and all the members of the firm shall execute the bond as individuals. D. The signature of a witness shall appear in the appropriate place, attesting the signature of each individual party to the bond. E. If the principal or surety is a corporation, the name of the State in which incorporated shall be inserted in the appropriate place in the body of the bond, and said instrument shall be executed and attested under the corporate seal, the fact shall be stated, in which case a scroll or adhesive seal shall appear following the corporate name. F. The official character and authority of the person or persons executing the bond for the principal, if a corporation, shall be certified by the secretary or assistant secretary according to the form attached hereto. In lieu of such certificate, records of the corporation as will show the official character and authority of the officer signing, duly certified by the secretary or assistant secretary, under the corporate seal, to be true copies. G. The date ofthis bond must not be prior to the date of the contract in connection with which it is given. 2-9 Contract Documents PERFORMANCE BOND STATE OF TEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: That whose address is hereinafter called Principal, and , a corporation organized and existing under the laws of the State of , and fully licensed to transact business in the State of Texas as Surety, are held and firmly bound unto the CITY OF COPPELL, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called "Beneficiary", in the penal sum of DOLLARS ($ ) in lawful money of the United States, to be paid in Dallas County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, :firmly by these presents. This Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement which reduces the Contract price decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the City of Coppell, the Beneficiary, dated the of , A.D. 20 , which is made a part hereof by reference, for the construction of certain public improvements that are generally described as follows: Construction of Coppell Road Project - # ST 00-03 Bid No. Q-OI08-01 NOW, THEREFURE, if the Principal shall well, truly and faithfully perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of said Contract in accordance with the plans, specifications and Contract documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of:final completion and final acceptance of the Work by Owner; and, if the Principal shall fully indemnify and save harmless the Beneficiary from all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. 2-10 Contract Documents PROVIDED FURTHER, that if any legal action be filed on this Bond, exclusive Venue . shall lie in Dallas County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension oftime, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the specifications accompanying the same shall in anyway affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Article 5160 of Vernon's Annotated Civil Statutes, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Dallas County or Denton County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the insurance Code, Vernon's Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in one of which shall be deemed an original, this the day of copies, each ,20_. PRINCIPAL SURETY By: Title: By: Title: ATTEST: ATTEST: Resident Agent of the Surety in Dallas or Denton County, Texas, for delivery of notice and service of the process is: NAME: ADDRESS: NOTE: Date of Perfonnance Bond must be date of Contract.. If Resident Agent is not corporation, give person's name. 2-1I Contract Documents PAYMENT BOND STATE OF TEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: That whose address is hereinafter called Principal, and , a corporation organized and existing under the laws of the State of , and fully licensed to transact business in the State of Texas as Surety, are held and firmly bound unto the CITY OF COPPELL, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called "Beneficiary", in the penal sum of DOLLARS ($ ) in lawful money of the United States, to be paid in Dallas County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, finnly by these presents. This Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement which reduces the Contract price decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the City ofCoppell, dated the of , A.D. 20 , which is made a part hereof by reference, for the construction of certain public improvements that are generally described as follows: Construction of CoppeD Road Project - # ST 00-03 Bid No. Q-OI08-01 NOW, THEREFORE, if the Principal shall wel~ truly and faithfully perform its duties and make prompt payment to all persons, finns, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in said Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, exclusive Venue shall lie in Dallas County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications, Drawings, etc., accompanying 2-12 Contract Documents the same, sliall in anyway affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. This Bond is given pursuant to the provisions of Article 5160 of Vernon's Annotated Civil Statutes, and any other applicable statutes of the State of Texas, The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Dallas County or Tarrant County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 ofthe insurance Code, Vernon's Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in one of which shall be deemed an original, this the day of copies, each .20_, PRINCIPAL SURETY By: . By: Title: Title: ATTEST: ATTEST: The Resident Agent of the Surety in Dallas or Tarrant County, Texas, for delivery of notice and service of the process is: NAME: ADDRESS: NOTE: Date of Performance Bond must be date of Contract. If Resident Agent is not a corporation, give a person:SO name. 2-13 Contract Documents MAINTENANCE BOND STATE OF TEXAS } COUNTY OF DALLAS } KNOW ALL MEN BY THESE PRESENTS: THAT as Principal, , a cOlporation organized under , as sureties, do held and bound to pay unto the COlporation, Texas, the sum of Dollars and Cents ($ ) , for the payment of which sum will and truly be made unto said , and its successors, said principal and sureties do hereby bind themselves, their assigns and successors jointly and severally. and the laws of hereby expressly acknowledge themselves to be a Municipal THIS obligation IS conditioned; however, that whereas, the said has this day entered into a written contract with the said to build and construct CoppeD Road Project - # ST 00-03, which contract and the plans and specifications therein mentioned, adopted by the are hereby expressly made a part thereof as through the same were written and embodied herein. WHEREAS, under the plans, specifications, and contract, it is provided that the Contractor will maintain and keep in good repair, the work herein contracted to be done and performed, for a period of two (2) years from the date of the acceptance of said work, and to do all necessary repairs and/or reconstruction in whole or in part of said improvements that should be occasioned by settlement of foundation, defective workmanship or materials furnished in the construction or any part thereof or any of the accessories thereto constructed by the Contractor. It being understood that the pUlpose of this section is to cover all defective conditions arising by reason of defective material and charge the same against the said Contractor, and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidation damages mentioned in said contract for each day's failure on its' part to comply with the terms of said provisions of said contract. Now, therefore, if the said Contractor shall keep and perform its' said agreement to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void, and have not further effect, but if default shall be made by the said Contractor in the performance of its' contract to so maintain and repair said work, then these presents shall have full force and effect, and said shall have and receive from the said Contractor and its' principal and sureties damages in the premises, as provided; and it is further agreed that this obligation shall be a continuing one against the principal and sureties, hereon, and that successive recoveries may be and had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, 2-14 Contract Documents and the same shall not be changed, diminished or in any manner affected from any cause during said time. IN WITNESS WHEREOF, the said caused these presents to be executed by and the said. be executed by its Attorney in fact and the said Attorney in fact has hereunto set his hand, the day of has has caused these presents to ,20 PRINCIPAL SURETY By: By: Title: Title: WITNESS: ATTEST: NOTE: Date of Maintenance Bond must not be prior to date of Contract 2-15 . Contract Documents SECTION 3 STANDARD SPECIFICATIONS SUPPLEMENTARY CONDITIONS THE-CITY.OF COPPELL ~~~Jf ~ ~ ~ q 1\8 . \ & 3-1 CITY OF COPPELL SUPPLEMENTARY CONDITIONS TO THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS GENERAL PROVISIONS THESE SUPPLEMENTARY CONDmONS AMEND THE STANDARD GENERAL PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBliC WORKS CONSlRUCTION, NORTH CENlRAL TEXAS, LATEST ADDmON, PREPARED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AS INDICATED BELOW. ALL PROVISIONS wmCH ARE NOT AMENDED OR SUPPLEMENTED REMAJN IN FULL FORCE AND EFFECT. ALL PROVISIONS AMENDED REMAIN IN FULL FORCE AND EFFECT AS AMENDED. PART I: GENERAL PROVISIONS - DMSION 1 PROPOSAL REQUIREMENTS ITEM 1.0 - DEFINITIONS SC-l.0 Engineer: The word "Engineer" in these contract docwnents and specifications shall be understood as referring to CITY ENGINEER, City of Coppell, P.O. Box 9478, Coppell, TX 75019, Engineer of the Owner, or such other representatives as may be authorized by said owner to act in any particular position. Owner: The word "Owner" in these contract docwnents and specifications refers to the CITY OF COPPELL acting through its authorized representatives. Calendar Day: Add the following sentence to the end of the working days definitions: "Hours worked before 8:00 am. or after 5:00 p.m., all weekends and holidays are subject to overtime. Overtime request or scheduled testing must be made in writing and approved by the City of Coppell. Seventy-two hours notice required. All overtime incurred by the City for inspection services and any overtime incurred by the testing laboratory shall be paid by the Contractor. If not paid, such cost may be deducted from partial payments." All other tenns used in these Supplementary Conditions which are defined in the General Provisions shall have the same meanings used in the General Provisions. ITEM 1.15 - SURETY BONDS SC-1.15 Add following sentence to Item 1.15 (A): 3-2 Standard Specifications Supplementary Conditions "Maintenance Bond shall be required in the amount of 50% of the cost of the public improvements for a 2 year period." ITEM 1.16 - NOTICE TO PROCEED SC-1.16 Add following sentence to end of Item 1.16. "Before Contractor starts the Work at the site~ a conference attended by Contractor, Engineer and others as appropriate will be held to discuss the schedules referred to in Items 1.22.5, 1.28 and 1.51.1, to discuss procedures for handling Shop Drawings and other submittals and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. " ITEM 1.19 - PRIORITY OF CONTRACT DOCUMENTS SC-1.19 Add the following language at the end of the Item 1.19: "If there is any conflict between the provisions of the Contract Documents and any such referenced standard specifications, manuals or codes, the provisions of the Contract Documents shall take precedence over that of any standard specifications, manuals or codes." ITEM 1.20 - CORRELATION AND INTENT OF DOCUMENTS SC-1.20.1 Amend the first sentence of Item 1.20.1 by changing "such copies" to be "five copies". Add the following to the end ofItem 1.20.1: "In the preparation of Drawings and Specifications, ENGINEER has established and relied upon the following reports of explorations and tests of subsurface conditions at the site of the work: Terra- Mar, Inc. Geotechnical Report No. DE03-118, Dated November 2003. The Contractor may take borings at the site to satisfY himself as to subsurface conditions." SC-1.20.5 Add the following new Item 1.20.5 immediately after Item 1.20.4: "1.20.5 Existing Utilities and Sewer Lines: The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by the construction operations. 3-3 Standard Specifications Supplementary Conditions Where existing utilities or service lines are cut, broken or damaged, the CONTRACTOR shall replace the utilities or service lines with the same type of original construction, or better, at his own cost and expense. This includes any and all irrigation systems, whether or not they are identified on the plans. If it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or interfered with until authorized by the ENGINEER. The right is reserved to the owner of any public utility to enter upon the limits of the project for the pwpose of making such changes or repairs of their property that may be made necessary by the performance of this contract." ITEM 1.22 - CONTRACTORS RESPONSffiILITIES SC-1.22.5 Amend the first sentence of Item 1.22.5 by adding the following at the beginning of the sentence: "If requested by Owner, Engineer or Contractor". ITEM 1.24 - PROTECTION OF WORK AND OF PERSONS AND PROPERTY SC-1.24.2.1 Add the following new Item 1.24.2.1 immediately after Item 1.24.2: "1.24.2.1 Should CONTRACTOR cause damage to the work or property of any separate Contractor at the site, or should any claim arising out of CONTRACTOR'S, OWNER, ENGINEER, Consulting Engineer or any other person, CONTRACTOR shall promptly attempt to settle with such other Contractor by agreement, or to otherwise resolve the dispute by arbitration or at law. CONTRACTOR shall, to the fullest extent pennitted by Laws and Regulations, indemnify and hold OWNER, ENGINEER and Consulting Engineer hannless from and against all claims, damages, losses and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals and court and arbitration costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any separate Contractor against OWNER, ENGINEER or Consulting Engineer to the extent based on a claim arising out of CONTRACTOR'S performance of the Work. Should a separate Contractor cause damage to the work or property of CONTRACTOR or should the performance of work by any separate Contractor at the site give rise to any other claim, CONTRACTOR shall not institute any action, legal or equitable, against OWNER, ENGINEER or Consulting Engineer or pennit any action against any of them to be maintained and continued in its name or for its benefit in any court or before any arbiter which seeks to impose liability on or to recover damages from OWNER, ENGINEER or Consulting Engineer on account of any such damage or claim. If CONTRACTOR is delayed at any time in performing or furnishing Work by any act or neglect of a separate Contractor and OWNER and CONTRACTOR are unable to agree as to the extent of any adjustment in Contract Time attributable 3-4 Standard Specifications Supplementary Conditions thereto, CONTRACTOR may make a claim for an extension of time in accordance with Item 1.36. An extension of the Contract Time shall be CONTRACTOR's exclusive remedy with respect to OWNER, ENGINEER and Consulting Engineer for any delay, disruption, interference or hindrance caused by any separate Contractor." ITEM 1.26 - INSURANCE SC-1.26.6 Add the following new item: "1.26.6 If OWNER requests in writing that other special insurance be included in the property insurance policy, CONTRACTOR shall, if possible, include such insurance, and the cost thereofwill be charged to OWNER by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the site, CONTRACTOR shall in writing advise OWNER whether or not such other insurance has been procured by CONTRACTOR." SC-1.26.7 Add the following new item: "1.26.7 CONTRACTOR intends that any policies provided in response to Item 1.26 shall protect all of the parties' insured and provide coverage for all losses and damages caused by the perils covered thereby. Accordingly, all such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any of the parties named as insured or additional insured, and if such waiver forms are required of any Subcontractor, CONTRACTOR will obtain the same." ITEM 1.27 - MATERIALS AND WORKMANSHIP: WARRANTIES AND GUARANTEES SC-1.27.4 Amend the first sentence ofItem 1.27.4 to change the words "one year" to "two years". ITEM 1.32 - WORKING AREA: COORDINATION WITH OrnER CONTRACfORS: FINAL CLEANUP SC-1.32.1 Delete Item 1.32.1 in its entirety and insert the following in lieu thereof: "Construction stakes/surveying shall be provided by the CONTRACTOR. Monumentation has been provided for establishing vertical and horizontal control. The Contractor shall be responsible for establishing all lines and grades, and the precise location of all proposed facilities. The ENGINEER may make checks as the Work progresses to verify lines and grades established by the Contractor to 3-5 Standard Specifications Supplementary Conditions determine the conformance of the completed Work as it progresses with the requirements of the construction documents. Such checking by the Engineer shall not relieve the Contractor of his responsibility to perform all Work in connection with Contract Drawings and Specifications and to the lines and grades given therein." ITEM 1.33 - OTHER CONTRACI'ORS: OBLIGATION TO COOPERATE SC-1.33 Delete the last sentence of the second paragraph and substitute the following in lieu thereof: "In such event, Contractor shall be entitled to an extension of working time only for unavoidable delays verified by the Engineers, as provided in Item 1.36; however, no increase in the contract price shall be due the Contractor." Insert the following sentence at the end of the second paragraph ofltem 1.33: "The ENGINEER shall coordinate such other work with the CONTRACTOR and schedule events to minimize delay caused to the CONTRACTOR. No additional time shall be given to the CONTRACTOR of such related work except as provided in Item 1.36." ITEM 1.36 - DELAYS: EXTENSION OF TIME: LIQUIDATED DAMAGES SC-1.36 Add the following at the end of the last paragraph in Item 1.36: "No extension of the contract time shall be allowed unless the CONTRACTOR can demonstrate the delay caused an adverse impact to the critical path and that loss of time can not be made up by revising the sequence of the work of the project." ITEM 1.37 - CHANGE OR MODIFICATION OF CONTRACT SC-1.37 1.37.1 Amend the last sentence in Paragraph two ofltem 1.37.1 to delete the following "except as provided below." Add the following sentence to the end of paragraph two in Item 1.3 7 .1. "The unit price of an item of Unit Price Work shall be subject to re-evaluation and adjustment under the following conditions: ITEM 1.49 - OWNER'S. EMPLOYEES OR AGENTS 3-6 Standard Speoifications Supplementary Conditions SC-1.49-2 Replace Item 1.49.2 with the following new paragraph: "1.49.2 Conflict of Interest City Charter states that no officer of the City shall have a financial interest, direct or indirect, in any contract with the City, nor shall be financially interested, directly or indirectly, in the sale to the City of any land, or rights or interest in any land, materials, supplies or services. This prohibition does not apply when the interest is represented by ownership of stock in a corporation involved, provided such stock ownership amounts to less than one percent (1%) of the corporation stock. Any violation of this prohibition will constitute malfeasance in office. Any officer or employee of the City found guilty thereof should thereby forfeit his office or position. Any violation of this prohibition with the knowledge, expressed or implied, of the persons or corporations contracting with the City shall render the contract voidable by the City Manager or the City Council. The Contractor represents that no employee or officer of the City has an interest in the Contractor." ITEM 1.58 - STATE AND LOCAL SALES AND USE TAXES SC-l.58 Delete Item 1.58 and substitute the following in lieu thereof: "1.58 Recent legislation has removed the sales tax exemption previously provided by Section 151.311 of the Tax Code covering tangible personal property purchased by a contractor for use in the performance of a contract for the improvement of City-owned realty. It is still possible, however, for a contractor to make tax-free purchase of tangible personal property, which will be incorporated into and become part of a City construction project through the use of a "separated contract" with the City. A "separated contract" is one, which separates charges for materials from charges for labor. Under such a contract, the contractor becomes a "seller" of those materials, which are incorporated into the project, such as bricks, lumber, concrete, paint, etc. The contractor issues a resale certificate in lieu of paying the sales tax at the time such items are purchased. The contractor then receives an exemption certificate from the city for those materials. (This procedure may not be used, however, for materials, which do not become a part of the finished product. For example, equipment rentals, fonn materials, etc. are not considered as becoming "incorporated" into the project). Utilization of this "separated contract" approach eliminates the need for bidders to figure in sales tax for materials, which are to be incorporated into the project. The successful bidder's bid form will be used to develop the "separated contract" and will determine the extent of the tax exemption. Upon execution of the construction contract, the contractor shall furnish a breakdown (per item) of 1) materials incorporated into the project; and 2) labor, equipment, supervision and materials not incorporated into the project." 3-7 Standard Specifications Supplementary Conditions PART ll: MATERIALS - DIVISION 2 MATERIALS ITEM 2.1.5 - TRENCH BACKFILL: (b) Types "B" and "c" (4) Additional Requirements (B) Additional Requirements for Type "c" backfill when used in streets: Insert the following paragraph at the beginning of this subsection: "All trench backfill shall be compacted to between 95 percent and 1 00 percent of Standard Proctor Density as determined by ASTM D-698 at, or up to five (5) percentage points above, optimum moisture content, using mechanical compaction methods unless otherwise specified in the Plans. Water jetting may be used onlv with specific written permission of the Engineer." ITEM 2.1.6 - RIPRAP OR STONE MASONRY: (b) Materials and Dimensions (4) Mortar Riprap. Add the sentence: ''Mortar or concrete type shall be approved by the Engineer and shall confonn to A.S.T.M. C 387-83." ITEM 2.1.7 - PIPE BEDDING MATERIAL FOR STORM SEWERS: (a) General: Amend the first sentence, by striking the words "requirements for earth bedding" and replace with "recommendations of the pipe manufacturer, and shall be approved by the Engineer". (b) Earth Bedding: Add the following sentence at the beginning of this paragraph: "Earth bedding will not be pennitted without written approval of the Engineer." ITEM 2.2.2 - CHEMICAL ADMIXTURES: (d) Mineral Admixtures. Delete paragraph (d) in its entirety. The use of Fly Ash as an admixture in any Class of concrete is specifically prohibited without written approval of the Engineer. 3-8 Standard Specifications Supplementary Conditions PART HI CONSTRUCTION METHODS DIVISION 3 - SITE PREPARATION ITEM 3.1.2 - CONSTRUCTION METHODS: Add the following sentence after the second sentence: "The method of protection shall be 2 inch by 4 inch wood railing unless otherwise shown on the Plans or directed by the Engineer." ITEM 3.7.3 - DENSITY: PART ill Strike the first sentence and replace with the following: "Earth embedment and select material shall be compacted to between 95 percent and 1 00 percent of Standard Proctor Density as detennined by ASTM 0-698 at, or up to five (5) percentage points above, optimum moisture content. using mechanical compaction methods. unless otherwise specified in the Plans or Specifications." DMSION 4 - SUBBASE AND BASE COURSES ITEM 4.8.4 - CONSTRUCTION METHODS: PART ill (b) Compaction Amend the last sentence of the first paragraph, by striking the words: "90 percent of the maximum dry density of such material." and replace with the words "95 percent of the maximum dry density of such material. or as directed by Engineer. DMSION 5 - PA VEMENT/SURFACE COURSES ITEM 5.8.2 - CONSTRUCTION METHODS: (e) Joints (1) Expansion Joints: Delete the first paragraph and replace with the following: "Expansion joints shall be installed perpendicularly to the surface and centerline of the pavement. Expansion Joint material shall be redwood boards. 3/4-inch in width. and extended through curbs. Expansion joints are to be installed at each end of radius at street intersections. Expansion joints shall be equally spaced between intersections with not less than one every 200 linear feet of pavement, unless otherwise specified on the Plans or directed by the Engineer. (C) Proximity to Existing Structures: Add to end of sentence. "or as directed by the Engineer". 3-9 Standard Specifications Supplementary Conditions (2) Contraction Joints. Delete the first sentence of the first paragraph and insert the following: "Contraction or dummy joints shall be sawed to T/4 inches in depth, and 1/4 inch in width, and installed every 20 linear feet of pavement, and extend through curb, unless otherwise directed by the Engineer." (h) Finishing. (1) Machine. Add the following paragraph at the end of this subsection: ''Fog sprays powered by pressure pumps, and capable of covering the entire area of freshly placed concrete with a fine mist, shall be used if water is needed for finishing operations." (2) Hand. Add a new paragraph after first paragraph which reads as follows: "Fog sprays powered by pressure pumps, and capable of covering the entire area of :freshly placed concrete with a fine mist, shall be used if water is needed for finishing operations." PART ill DMSION 6 - UNDERGROUND CONDUIT CONSTRUCTION ITEM 6.2.9 - BACKFILL: (b) Compaction. (2) Densities - Areas Not Subjected to or Influenced by Vehicular Traffic. Amend the second sentence by striking the words "to a density comparable with adjacent undisturbed material" and replacing with "to a density between 95 percent and 100 percent Standard Proctor Density as determined by ASTM D-698 at, or up to five (5) percentage points above, optimum moisture content, unless otherwise specified in the Plans or directed by the Engineer. " 3-10 Standard Specifications Supplementary Conditions SECTION 4 SPECIFIC PROJECT REQUIREMENTS THE-CITY-OF COPFELL .~. 1\ 8 . \ 4-1 SPECIFIC PROJECT REQUIREMENTS The construction specifications, which apply to this project, are the Standard Specifications for Public Works Construction - North Central Texas Third Edition prepared through the North Central Texas COWlcil of Governments (NCfCOG). The following Specific Project Requirements contain general and specific project requirements applicable to this project in the City of Coppell. These individual specifications control for this project. Additional amendments to the NCTCOG Standard Specifications are contained in Section 3 - Supplementary Conditions to the Standard Specifications for Construction. In the event that an item is not covered in the Project Drawings and these Specifications, then the City ofCoppell Standard Construction Details (Ord.#2005-1019) shall apply. .; In addition, reference to the following shall be considered as referring to the specifications or Method of Test as set forth by these organizations and shall be considered as part of the Specifications when referenced. AS.A AS. T.M. AAS.H.T.O. American Standards Association American Society of Testing Materials American Association of State Highway & Transportation Officials American Concrete Institute American Welding Society American Water Works Association Steel Structures Painting Council, Federal Specifications Treasury Department Underwriters Laboratories National Electrical Manufacturers Association Water Pollution Control Federation Texas Department of Transportation Standard Specifications for Public Works Construction North Central Texas Texas Commission on Environmental Quality Texas Manual on Uniform Traffic Control Devices Occupational Safety and Health Administration Texas Accessibility Standards Americans with Disabilities Act AC.I. AW.S. AW.W.A S.S.P.C. u.L. N.E.M.A W.P.C.F. TX.DOT S.S.P.W.C.N.C.T. TCEQ TMUTCD OSHA TAS ADA 4-2 Specific Project Requirements 1.1 OWNER: The "Owner" as referred to in these Specifications is the City of Coppell, 255 Parkway Blvd., Coppell, Texas 75019. 1.2 ENGINEER: The "Engineer" as referred to in these Specifications is the City Engineer, City of Coppell, Engineer of the Owner, or such other representatives as may be authorized by said owner to act in any particular position. 1.3 CITY OF COPPELL: All improvements described in this Proposal and Construction Drawings shall be perfonned in accordance with the Project Drawings and Specifications. In the event that an item is not covered in the Project Drawings and Specifications, then the City of Coppell Standard Construction Details (Ord.#2005-1019) shall apply. 1.4 SITE: The Contractor shall limit his work to the area shown on the Project Drawings as within the street right-of-way or easements. Entrance onto priVate property shall be at the expressed approval of the ENGlNEER only. 1.5 PROJECT DESCRIPTION: This work in the City of Coppell shall consist of the construction of Coppell Road extending from Cooper Lane to Sandy Lake Road. This 3700 LF project will include the removal of existing pavement, excavation, and all related utilities, as well as the installation of pavement (approximately 16,000 SY), stonn sewer ranging up to 36" diameter (approximately 5700 LF), 12" water line (approximately 3,750 LF), and 10" sanitary sewer (approximately 425 LF) as described in the plans for ST 00-03. Work shall include all components necessary for the "turn key" construction of the project as shown in the plans for the Coppell Road Project # ST 00-03. 1.6 CALENDAR DAY COUNT: Calendar days shall be counted by the Engineer on the basis of the definition set out in the General Conditions of Agreement. The calendar day count shall be suspended upon receipt by the Engineer of a written request for fina1 inspection. The calendar day count shall resume upon receipt by the Contractor of a written list of items necessary to satisfactorily complete the project. This process shall continue until such time as the project is accepted by the Engineer, and the Owner. The calendar day count will not be suspended or otherwise affected by use of completed portions or "substantial completion" of any of the project. 1.7 SAFETY PRECAUTIONS: The Contractor shall comply with all applicable laws including the Occupational Safety and Health Act of 1970, ordinances, rules, regulations and order of any public authority having jurisdiction for the safety of persons or property to protect them from damage, injury or loss. He shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. 4-3 Specific Project Requirements 1.8 SOIL INVESTIGATION: A geotechnical investigation report has not been prepared. The Contractor shall visit the site and acquaint himself with the site conditions. 1.9 SURVEY AND FINISHED GRADES: Horizontal and vertical control is provided by the owner as shown on the plans. The Contractor shall be responsible for layout and staking of all grades and lines for construction. The Contractor shall preserve all stakes or markings until authorized by the Engineer to remove same. The Contractor shall bear the cost of re- establishing any control or construction stakes destroyed by either him or a third party and shall assume the entire expense of rectifying work improperly constructed due to failure to maintain established points and marks. No separate payment shall be made to the Contractor for construction staking which shall be considered incidental to the project and payments made under specific Pay Items shall be considered as full compensation for these requirements. 1.10 CONFORMITY WITH DRAWINGS: All work shall conform to the lines, grades, cross- sections, and dimensions shown on the Drawings. Any deviation from the Drawings which may be required by the exigencies of construction will be determined by the Engineer and authorized by him in writing. 1.11 TESTING LABORATORY SERVICE: The Owner shall make arrangements with an independent laboratory acceptable for testing as required by the construction plans and standard specifications. The Contractor shall bear all related costs of retests, or reinspections. The Contractor shall notify the ENGINEER in a timely manner of when and where tests or inspections are to be made so that they may be present. One copy shall be provided to the contractor of all reports and laboratory test results. Testing by the City does not alleviate the contractors' responsibility for his own quality assurance/quality control testing. Passing tests on any portion of the work does not relieve the contractor of his responsibility under the terms of this contract for the entire project. Contractor shall replace any deficient construction items at his own expense. 1.12 SUSPENSION OF WORK: If the work should be stopped or suspended under any order of the court, or other public authority, the Owner may at any time during suspension upon seven days written notice to the Contractor, terminate the Contract. In such an event, the Owner shall be liable only for payment for all work completed plus a reasonable cost for any expenses resulting from the termination of the Contract, but such expenses shall not exceed $5,000. 1.13 PRESERVATION OF TREES: Permission of the Engineer must be obtained for removal . of trees on the property that obstruct the installation of the improvements as outlined in this project. Penalty for destruction of a tree without permission shall be $ 500.00 per caliper inch payable to the Owner. If damage is continuous, tree guards shall be erected when so directed by the Engineer at the Contractor's expense. 4-4 Specific Project Requirements 1.14 COOPERATION OF CONTRACTOR: The Contractor shall have on the project at all times, as his agent, a competent Superintendent capable of reading the plans and specifications and thoroughly experienced in the type of work being performed. The Superintendent shall have full authority to execute orders or directions and to promptly supply such materials, equipment, tools, labor and incidentals as may be required. Such superintendence shall be furnished irrespective of the amount of work contracted. The Superintendent and the Contractor shall be responsible for supervision of all work performed by the subcontractor at all times during construction. 1.15 WARNING DEVICES: The Contractor shall have the responsibility to provide and maintain all warning devices and take all precautionary measures required by law to protect persons and property while said persons or property are approaching, leaving or within the work site or any area adjacent to said work site. Compensation will be paid to the Contractor for the installation or maintenance of any warning devices, barricades, lights, signs or any other precautionary measures required by law for the protection of persons or property under the pay item entitled "Furnish, Install and Maintain All Traffic Control Devices Necessary For Safe Traffic Handling". The Contractor shall assume all duties owned by the City of Coppell to the general public in connection with the general public's immediate approach to and travel through the work site and area adj acent to said work site. Where the work is carried on, in, or adjacent to, any street, alley, sidewalk, public right-of- way or public place, the Contractor shall at his own cost and expense provide such flagmen and watchmen and furnish, erect and maintain such warning devices, barricades, lights, signs and other precautionary measures for the protection of persons or property as are required by law. The Contractor shall submit a traffic control plan to be reviewed by the City prior to the beginning of work. No lane shall be barricaded before 9:00 a.m. or after 4:00 p.m. The Contractor's responsibility for providing and maintaining flagmen, watchmen, warning devices, barricades, signs, and lights, and other precautionary measures shall not cease until the project shall have been accepted. If the Engineer discovers that the Contractor has failed to comply with the applicable federal and state law (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs or other precautionary measures for the protection of persons or property), the Engineer may order such additional precautionary measures as required by law to be taken to protect persons and property, and shall be reimbursed by the Contractor for any expense incurred in ordering such additional precautionary measures. In addition, the Contractor will be held responsible for all damages to the work and other public or private property due to the failure of warning devices, barricades, signs, lights, or other precautionary measures in protecting said property, and whenever evidence is found of such damage, the Engineer may order the damaged portion immediately removed and replaced by and at the cost and expense of the Contractor. If the damages are not corrected 4-5 Specific Project Requirements . in a timely fashion, then the City shall have the right to repair the damage and charge the cost back to the Contractor. All of this work is considered incidental to the pay item entitled "Furnish, Install and Maintain All Traffic Control Devices Necessary for Safe Traffic Handling". 1.16 EXISTING UTILITIES, STRUCTURES AND OTHER PROPERTY: a. Prior to any excavation, the Contractor shall determine the locations of all existing water, gas sewer, electric, telephone, telegraph, television, and other underground utilities and structures. This includes the water and sanitary sewer services. b. After commencing the work, use every precaution to avoid interferences with existing underground and surface utilities and structures, and protect them from damage. c. Where the locations of existing underground and surface utilities and structures are indicated, these locations are generally approximate, and all items which may be encountered during the work are not necessarily indicated. The Contractor shall determine the exact locations of all items indicated, and the existence and locations of all items not indicated. d. The Contractor shall repair or pay for all damage caused by his operations to all existing utilities, public property, and private property, whether it is below ground or above ground, and he shall settle in total cost of all damage suits which may arise as a result of this operations. e. To avoid unnecessary interferences or delays, the Contractor shall coordinate all utility removals, replacements and construction with the appropriate utility company. 1.17 DRAINAGE: The Contractor shall maintain adequate drainage at all times. 1.18 PROJECT MAINTENANCE: The Contractor shall maintain, and keep in good repair, the improvements covered by these plans and specifications during the life of the contract. 1.19 CLEANUP: During Construction. The contractor shall at all times keep the job site as free from all material, debris and rubbish as is practicable and shall remove same from any portion of the job site when it becomes objectionable or interferes with the progress of the project. Final. Upon completion of the work, the Contractor shall remove from the site all plant, materials, tools and equipment belonging to him and leave the site with an appearance acceptable to the Engineer and the Owner. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new-appearing condition. 4-6 Specific Project Requirements 1.20 INSPECTION: The word "Inspection" or other forms of the word, as used in the contract docmnents for this project shall be understood as meaning an Owner's agent will observe the construction on behalf of the Owner. The agent will observe and check the construction in sufficient detail to satisfy himself that the work is proceeding in general accordance with the contract docmnents, but he will not be a guarantor of the Contractor's performance. 1.21 DISPOSAL OF WASTE AND SURPLUS EXCAVATION: All trees, stumps, slashings, brush or other debris removed from the site as a preliminary to the construction shall be removed from the property. Any required burning and disposal permits shall be the sole responsibility of the Contractor. All excavated earth in excess of that required for backfilling shall be removed from the job site and disposed of in a satisfactory manner. 1.22 WATER FOR CONSTRUCTION: The Contractor shall make the necessary arrangement for securing and transporting all water required in the construction, including water required for mixing of concrete, sprinkling, testing, flushing, flooding, or jetting. The Contractor shall provide water as required at his own expense. 1.23 GUARANTEE: All work shall be guaranteed against defects resulting from the use of inferior materials, equipment or workmanship for a period of two (2) years from the date of final completion and acceptance of the project. 4-7 Specific Project Requirements SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1.1 GENERAL: A. Contractor to submit Shop Drawings, Product Data and Samples as required by the Contract Documents and as specified in other sections of the specifications. 1.2 SHOP DRAWINGS: A. As soon as practicable after contract award, submit to the Engineer, for review, the required number of boWld copies of shop drawings of all items as specified in the various sections of these specifications, accompanied by letters of transmittal. B. Shop drawings shall include: Manufacturer's catalog sheets and/or descriptive data for materials and equipment; showing dimensions, performance characteristics, and capacities and other pertinent information as required to obtain approval of the items involved. C. No work requiring shop drawings will be executed Wltil review and acceptance of such drawings has been obtained. 1.3 PRODUCT DATA: A. Preparation: 1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. B. Manufacturers standard schematic drawing sand diagrams: 1. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. 1.4 SAMPLES: Provide samples as indicated in other parts of these specifications. I.S CONTRACTOR RESPONSIBILITIES: A. Review Shop Drawings and Product Data prior to submission. B. Determine and verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 4-8 Specific Project Requirements 4. Conformance with specifications. C. Coordinate each submittal with requirements of the work and of the Contract Documents. D. Begin no work which requires submittals until return of submittals with Engineer's review. E. Keep one (1) approved copy of shop drawings or product data at job site at all times. 1.6 SUBMISSION REQUIREMENTS: A. Make submittals promptly and in such sequence as to cause no delay in the work or in the work of any other contractor. B. Number of submittals required: I. For shop drawings and product data: Submit the number of copies which the contractor requires, plus four which will be retained by the Engineer. C. Submittals shall contain: 1. The date of submission and the dates of any previous submissions. 2. The project title. 3. The names of: a Contractor b. Supplier c. Manufacturer 4. Identification of the product. 5. Field dimensions, clearly identified as such. 6. Relation to adjacent or critical features of the work or materials. 7. Applicable standards, such as ASTM or Federal Specification numbers. 8. Identification of deviations from Contract Documents. 9. Identification of revisions on resubmittals. 10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and a\coordination of the information within the submittal with requirements of the work and of Contract Documents. 11. Fabrication and erection drawings lists and schedules. 12. Basis of design and design calculations signed and sealed by a registered professional engineer. 13. Seal and signature of a register engineer on all structural submittals. 4-9 Specific Project Requirements D. REVIEW: 1. Shop drawing and product data information review will be general. Such review will not relieve the contractor of any responsibility and work required by the Contract. 2. Satisfactory shop drawings will be so designated and all sets, except four (4), returned to the Contractor. Rejected shop drawings will be so designated and all sets except two (2) will be returned to the Contractor, with indications of the required corrections and changes. 3. Rejected shop drawings will be corrected and resubmitted to the Engineer for Acceptance. 1.7 RESUBMISSION REQUIREMENTS: A. Make any corrections or changes in the submittals reqUired by the Engineer and resubmit until accepted. B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2. Indicate any changes which have been made other than those requested by the Engineer. 1.8 ENGINEER'S RESPONSffiILITIES: A. Review submittals with reasonable promptness. B. Affix stamp and initials or signature, and indicate requirements for resubmittal, or acceptance of submittal. C. Return submittals to Contractor for distribution, or for resubmission. 4-10 Specific Project Requirements SECTION 5 DESCRIPTION OF PAY ITEMS THE.C I T Y . 0 F COPPELL .....~~ ~.. .~ q ~ A 8 . \ l!I 5-1 SECTION 5 - DESCRIPTION OF PAY ITEMS This section includes comments concerning various Pay Items so that the contractor can fully understand the scope of work involved in the Pay Items. 1. Construction No Pay Items: All work necessary for the orderly completion of the project, but not specifically included as a pay item in the Proposal, shall be considered subsidiary to the Contract and no separate or additional payment will be made therefore. For example, there shall be no separate payment for the following: (a) removal and replacement of any signs, with the exception of new road sign supports & assemblies paid under various Bid Items, (b) removal of spoils, (c) water for construction, (d) surveying to re-establish grade, and (e) any other incidentals necessary to complete the work. The above items are not meant to be a total and complete list of subsidiary items but only representative of the types of items that should be included in the various pay items associated with this project. 2. Construction Pay Items: Pay items as listed in the proposal shall be measured and paid for in accordance with the applicable measurement and payment paragraphs in the Standard Specifications for Public Works Construction - North Central Texas Council of Governments Current Edition, unless modified by these special provisions. All work for this project shall be governed by the Standard Specifications for Public Works Construction - North Central Texas Current Edition, as prepared by the North Central Texas Council of Governments, the City of Coppell Standard Construction Details (Ord. #2005- 1019) together with any additional Supplementary Conditions, Specific Project Requirements, General Notes or Description of Pay Items included herein. 2.1. Pay Items #1 - Mobilization: This pay item shall consist of mobilization and demobilization for the construction of the project. The project shall be constructed in phases as shown in the plans. This pay item shall be inclusive of any and all mobilizations and demobilizations associated with the project. Mobilization shall be defined as all necessary equipment, supplies, materials, and personnel on the job site ready to begin construction. Note: The total amount bid for Mobilization & Demobilization shall not exceed five oercent (5%) of the total contract amount. exclusive ofthis pay item (adiusted contract amount). Measurement and Payment shall be as follows: Ten percent (10%) of the amount bid shall be paid with the first pay estimate. On all subsequent pay estimates, measurement and payment shall be prorated on the basis of the value of the adjusted contract amount completed, plus the initial 10%. Prorated payment shall be as follows: When 1 % of the adjusted contract amount has been earned, 50% of lump sum bid for mobilization, less retainage, will be paid. When 5% of the adjusted contract amount has been earned, 75% of the lump sum bid for mobilization, less retainage, will be paid. When 10% of the adjusted 5-2 Description of Pay Items contract amount has been earned, 90% of the lump sum bid for mobilization, less retainage, will be paid. Payment for the remaining 10% of the lump sum bid for mobilization, less retainage, will be paid on the next monthly estimate following the 90% payment. Payment shall be total compensation for furnishing all labor, materials, tools, and equipment necessary to complete the work. 2.2. Pay Items #2 - Traffic Control: This pay item shall consist of furnishing, installing, and maintaining the required traffic control devices during each phase of construction in accordance with the approved traffic control plan and TMUTCD. The Contractor shall submit traffic control plan, signed and sealed by a Texas Professional Engineer, for the project as a whole and for the various phases. The Contractor shall not proceed with the implementation of an alternate plan until notified by the Owner that the traffic control plan has been approved. The contractor shall also be required to maintain a changeable message board at each end of the construction area, in working order, for the duration of the project. Inclusive with this pay item is the requirement for adequate notification and instruction to be given to adjacent businesses and property owners and to the traveling public regarding interruptions or changes to established traffic flow patterns to, from and along the work site. During construction all traffic on Coppell Road shall be one-way north bound and adequate signs and barricades shall be provided to direct all traffic leaving side streets, alleys, and driveways northbound on the road. Drives into the individual businesses must be clearly marked during the various phases. Signs with the business name shall be provided at the individual business drives to direct traffic into the correct locations. Additionally, the Contractor shall maintain the existing asphalt roadway and temporary riding surfaces in a safe driving condition at all times during construction. Measurement and Payment shall be made on the basis of price bid per lump sum (LS) and shall be total compensation for placing barricades and signs and for furnishing all other materials, tools, street markings, changeable message boards, flagmen, equipment, labor, and any other incidentals necessary to implement the traffic control plan and maintain traffic during construction of the project. Payment for this item shall begin on the first payable monthly construction estimate after barricades, signs and traffic handling devices have been installed in accordance with the traffic control plan. Monthly payment based on the calendar days bid shall be made each succeeding month for this item provided the barricades, signs and traffic handling devices have been installed and maintained in accordance with the traffic control plan until the contract amount has been paid. Failure to complete the scheduled work in the bid time will not increase this pay item. 2.3. Pay Items #3 - Preparing Right-of-Way: This pay item shall consist of the preparation of the existing right-of-way for construction as required by the plans and specifications. It will include the area between the right-of- way limits, additional areas beyond the right-of-way such as temporary construction, slope, and drainage easements, and any other easements shown on the plans. Work shall be in accordance with NCTCOG Item 3.1 and shall include, but not be limited to:. all obstructions above ground or below such as trees, shrubs, stumps, brush, roots, vegetation, logs, trash concrete, asphalt, fences, structures, foundations, lumber, scrap metal, 5-3 Description of Pay Items abandoned appliances, abandoned utility pipes or conduits and any other items not included as pay items elsewhere in the contract documents, or identified in NCTCOG Section 3.1.1, but necessary for the preparation of the rights-of-way and/or permanent or temporary easements for construction. This item shall also include the protection of any trees, shrubs, fences, structures, signs or other items that are to be preserved and/or relocated as shown on the plans. All trees designated to be preserved shall be protected by fencing to the limits of the canopy and no parking, driving or moving of equipment in this area will be permitted. If pruning of protected trees is required, they shall be trimmed as directed by the Engineer and any cuts of two inches or more in diameter shall be treated as directed by the Engineer. All material and debris removed as described above shall become the property of the Contractor and shall be disposed of at contractor's expense in a manner satisfactory to the Engineer and other items identified in NCTCOG Section 3.1.1. All items relocated or replaced shall be in a condition equal to or better than the original condition. The Contractor shall videotape and/or photograph the existing right-of-way prior to construction. Measurement and Payment for work performed and materials furnished related to general right-of-way preparation, as provided herein, shall be made on the basis of the price bid per lump sum (LS) and shall be total compensation for furnishing and/or operating all labor, materials, tools, equipment, and other incidentals necessary to complete the work. Due to the phases of construction sequencing for this project, no more that 50% percent of this item shall be paid for upon completion of the site preparation for the first & second phase of construction. The remaining portion will be paid upon completion of the site preparation of the third & final phase of construction. 2.4. Pay Items #4 - Unclassified Street Excavation: This pay item shall consist of the roadway excavation of existing material in the areas shown on the plans and to the lines, grades and typical sections as specified. Excavation shall include all materials encountered regardless of their nature or of the manner in which they are removed. Work shall be in accordance with NCTCOG Items 3.3 and 3.5. This item also includes the clearing and disposal of all waste material and all work necessary to finish parkways per NCTCOG Item 3.4. This is a "plans Quantitv" measurement Item and the quantity to be paid for will be that quantity shown in the Proposal/Bid Schedule. Payment shall be made on the basis of price bid per cubic yard (CY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.5. Pay Items #5 - Remove and Dispose of Concrete Pavement: This pay item shall consist of the removal, and disposal of the existing concrete pavement as designated and to the limits as shown in the plans. The removal of concrete curb that is separate or integral to any concrete pavement or driveway which is removed as part of this project is subsidiary to this pay item. Work shall be in accordance with NCTCOG Items 3.1 and 8.8. Where only a portion of the existing concrete is to be removed, the concrete shall be sawcut full depth and removed to the saw lines as shown in the plans. Removal of the concrete shall be accomplished leaving a clean vertical side. Damaged vertical sides 5-4 Description of Pay Items shall be re-sawed, removed, and replaced at the Contractor's expense. The limit of pay shall only be to the original saw line. Saw cuttings shall be subsidiary to the pavement removal. The Contractor and the Owner's representative shall measure the concrete items prior to removal. The Contractor shall not stockpile removed material on the job site, unless specifically authorized in writing by the Owner, and is responsible for locating a suitable disposal site. Measurement and Payment shall be made on the basis of the price bid per square yard. (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.6. Pay Items #6 - Remove and Dispose of Asphalt Pavement: This pay item shall consist of the removal, and disposal of the existing asphalt pavement to the limits as shown in the plans. Work shall be in accordance with NCTCOG Items 3.1 and 8.8. The roadway improvements shall be constructed in phases and the removal of the asphalt pavement shall be sequenced as necessary to maintain traffic during construction. Where only a portion of the asphalt is to be removed, the asphalt shall be saw cut full depth to avoid damage to that portion of the asphalt to remain in place. Saw cutting shall be subsidiary to the pavement removal. Contractor shall, at his expense, replace any pavement that he damages or removes that is required for the maintenance of traffic. The existing asphalt pavement shall be maintained in a safe driving condition at all times. The Contractor and the Owner's representative shall measure the asphalt pavement prior to removal. The Contractor shall not stockpile removed material on the job site, unless specifically authorized in writing by the Owner, and is responsible for locating a suitable disposal site. This item does not include the removal of any asphalt installed for traffic control or detours. It only includes removal of existing asphalt prior to construction beginning. Measurement and Payment shall be made on the basis of the price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.7. Pay Items #7 - Remove and Dispose of Concrete Sidewalk This pay item shall consist of the removal, and disposal of the existing concrete sidewalk as designated and to the limits as shown in the plans. The removal of concrete curb that is integral to any concrete sidewalk which is removed as part of this project is subsidiary to this pay item. Work shall be in accordance with NCTCOG Items 3.1 and 8.8. Where only a portion of the existing concrete is to be removed, the concrete shall be sawcut full depth and removed to the saw lines as shown in the plans. Removal of the concr~te shall be accomplished leaving a clean vertical side. Damaged vertical sides shall be re-sawed, removed, and replaced at the Contractor's expense. The limit of pay shall only be to the original saw line. Saw cuttings shall be subsidiary to the sidewalk removal. The Contractor and the Owner's representative shall measure the concrete items prior to removal. The Contractor shall not stockpile removed material on the job site, unless specifically authorized in writing by the Owner, and is responsible for locating a suitable disposal site. 5-5 Description of Pay Items Measurement and Payment shall be made on the basis of the price bid per square foot (SF) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.8. .Pay Items #8 - Remove Existing Brick Pavers and Replace with Stamped Concrete: This pay item shall consist of the removal of the existing brick pavers in the concrete streets. At the Owner's discretion, any pavers free of discoloration, breaks, or other obvious damage shall be delivered to the Coppell Service Center located at 816 S. Coppell Road, at no additional cost to the Owner. All pavers not salvaged by the City shall be disposed of by the Contractor. Upon reconstruction of the streets, 8"stainped concrete shall be installed in the locations as shown in the plans. Color shall be Red Clay - Bomanite Integral Color with Bomanite Natural Gray Release (or an approved equal). All patterns shall be Running Bond Used Brick. Approved equal shall only be considered after review of specifications and a test section that demonstrates the ability to match color and pattern. Measurement and Payment shall be made on the basis of price bid per square yard (SY) of stamped concrete of the thickness specified and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. The preparation of any test sections are considered subsidiary to this pay item. 2.9. Pay Item #9 - 4" Thick Reinforced Concrete Sidewalk: This pay item shall consist of the construction of a 4" thick and 4' wide concrete sidewalk as shown on the plans or as designated by the Owner. All concrete for construction shall be Class 'A' having a minimum of 5 sacks of cement per cubic yard and a minimum compressive strength of 3,000 psi at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. All sidewalk construction shall be in compliance with the Texas Accessibility Act Article 9102 of the Texas Civil Statute as administered by the Texas Department of Licensing and Regulations. Any sidewalk found to be in non-compliance shall be removed and brought to compliance at the Contractor's expense. Work shall be in compliance with the City of Coppell Standard Construction Details and NCTCOG Items 5.8 and 8.3. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work 2.10. Pay Items #10 - 6" Thick Reinforced Concrete Sidewalk: This pay item shall consist of the construction of a 6" thick 8' wide concrete sidewalk in the locations as shown in the plans. All concrete for construction shall be Class 'A' having a minimum of 5 sacks of cement per cubic yard and a minimum compressive strength of 3,000 psi at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. 5-6 . Description of Pay Items All sidewalk construction shall be in compliance with the Texas Accessibility Act Article 9102 of the Texas Civil Statute as administered by the Texas Department of Licensing and Regulations. Any sidewalk found to be in non-compliance shall be removed and brought to compliance at the Contractor's expense. Work shall be in compliance with the City of Coppell Standard Construction Details and NCTCOG Items 5.8 & 8.3. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.11. Pay Items #11 - 6" Reinforced Concrete Drive: This pay item shall consist of the construction of concrete driveways at the locations shown in the plans. The 6" monolithic curb, where indicated is subsidiary to this pay item. All concrete for construction shall be Class "C" concrete having a minimum of 6 sacks of cement per cubic yard and a minimum compressive strength of 3,600 psi at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per square yard. Work shall be in compliance with NCTCOG Items 5.8 and 8.3.4. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.12. Pay Item #12 - 8" Reinforced Concrete Pavement with 6" Monolithic Curb: The pay item shall consist of the furnishing and placing of 8" reinforced concrete pavement at the locations and grades shown on the plans. The 6" monolithic curb and concrete street header where indicated are subsidiary to this pay item. All concrete for construction shall be Class "C" concrete having a minimum of 6 sacks of cement per cubic yard and a minimum compressive strength of 3,600 psi at 28 days. No fly ask shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per square yard. All concrete, except for City approved "leave outs", shall be placed with a self-propelled paving machine capable of spreading, densifying, and shaping the concrete mix to the required lines and grades as shown on the approved plans. Work shall be in compliance with NCTCOG Items 2.2 and 5.8. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.13. Pay Item #13 - 6" Reinforced Concrete Alley Pavement: The pay item shall consist of the furnishing and placing reinforced concrete alley pavement at the locations and grades shown on the plans. Any monolithic curb where indicated is subsidiary to this pay item. All concrete for construction shall be Class "c" concrete having a minimum of 6 sacks of cement per cubic yard and a minimum compressive strength pf 3,600 psi at 28 days. No fly ask shall be pennitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per square yard. Work shall be in compliance with NCTCOG Items 2.2 and 5.8. 5-7 Description 01 Pay Items MeaSurement and Payment shall be made on the basis of price bid per square yard (SY) and · shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.14. Pay Items #14 - 6" HMAC Pavement for Streets and Driveways: This pay item shall consist of the construction of the HMAC streets and driveways in the location as shown in the plans. The streets and driveways shall be constructed to provide a smooth transition (horizontally and vertically) from the proposed concrete to the existing asphalt pavement. It shall be 2" Type "D" HMAC surface course, 4" Type "B" HMAC binder course, and 8" lime treated subgrade. Work shall be in compliance with the NCTCOG Items 2.4.13 and 5.7. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.15. Pay Items #15 -Temporary HMAC Pavement: This pay item shall consist of the construction of temporary HMAC pavement. The pavement shall be constructed to provide a smooth riding surface (horizontally and vertically). It shall be constructed of a 2" Type "D" HMAC surface course, and 8" compacted crushed stone base on a compacted subgrade. Temporary pavement shall only be constructed as approved by the City for the detouring of traffic through the construction zone. Work shall be in compliance with the NCTCOG Items 2.4.13 and 5.7. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.16. Pay Items #16- Lime Stabilized Subgrade: This pay item shall consist of treating the top 8" and the full width of subgrade by pulverization, addition of 42# /SY of lime, mixing and compacting, and remixing and recompacting the top 6" of the mixed material to the required density. Lime treatment shall be provided under all proposed concrete pavement, stamped concrete, curbs, valley gutters. Full width shall be that distance from I' behind the back of curb on each side of the roadway. Sub grade shall be constructed to the lines and grades as required by the plans and specifications. Work shall be in compliance with NCTCOG Item 4.6. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.17. Pay Items #17 - Lime: This pay item shall consist of the hydrated lime required for lime subgrade treatment in accordance with the appropriate specifications. The lime shall be placed in a slurry form at 5-8 Description of Pay Items the minimum rate of 42 pounds per square yard. Work shall be in compliance with NCTCOG Items 2.5 and 4.6. Measurement and Payment shall be made on the basis of price bid per ton (TON) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.18. Pay Item #18 - Flexible Crushed Stone Base Driveway This pay item shall consist of the construction of flexible crushed stone base driveway. They shall be constructed to provide a smooth riding surface (horizontally and vertically). It shall be 6" thick on a 6" compacted subgrade. Work shall be in compliance with the NCTCOG Items 2.1.3 and 4.5. Measurement and Payment shall be made on the basis of price bid per square yard (SY) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.19. Pay Item #19 - Restore Parkway and Disturbed Areas: This pay item shall consist of all work, materials and incidentals necessary to restore parkways, yards, or other improved areas to an equal or better condition than prior to construction in accordance with NCTCOG Items 3.8, 3.9, 3.10 and 3.11. Parkways and disturbed areas along the length of the project shall be fine graded and cut to receive sod or hydro-mulch seeding, as determined by the Owner. Topsoil shall be placed in low areas to bring them to grade and shall consist of a friable, dark clayey loam material free of lumps, stones, and other extraneous material. Unless otherwise directed by the Owner, block sod matching the species that existed prior to construction andlor the species adjacent to the disturbed areas shall be placed in all disturbed areas where improved lawn or established turf existed prior to construction. All other disturbed areas not covered by pavement shall receive hydro-mulch seeding. If the hydro-mulch seeding is initially performed during the dates specified for Rye Grass, the Contractor will be required to come back during the dates specified for Bermuda Grass and re-seed. Contractor shall be required to water, establish growth, and protect and repair any damaged areas until completion and final acceptance of the project by the Owner. No more than 50% of this item shall be paid until 100% grass coverage has been established to the satisfaction ofthe Owner. The extent of restoration anticipated due to normal construction operations has been estimated at 1.500 square yards of hydro-mulch seeding and 8,800 square yards of block sod. It is the intent of the Owner that all disturbed areas along the project be restored. If there are areas outside of the project limits that are disturbed by the Contractor during the performance of this work, those additional areas shall be restored in accordance with the requirements provided herein at the Contractor's sole expense. This is a "plans auantitv" measurement Item and the quantity to be paid for will be that quantity shown in the ProposallBid Schedule. Payment shall be made on the basis of price 5-9 Description of Pay Items bid per lump sum (LS) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.20. Pay Items #20 - Barrier Free Ramp: This pay item shall consist of the installation of barrier free ramps in the locations as shown on the plans. All concrete for construction shall be Class 'A' having a minimum of 5 sacks of cement per cubic yard and a minimum compressive strength of 3,000 psi at 28 days. No fly ash shall be permitted. All curb ramp construction shall be in compliance with the Texas Accessibility Act Article 9102 of the Texas Civil Statute as administered by the Texas Department of Licensing and Regulations. This includes the correct slope, correct width, correct texture, and correct color differentiation (i.e. staining of the finished ramp). The City Inspector shall verifY each ramp prior to final acceptance. Any ramp found to be in non-compliance shall be removed and brought to compliance at the Contractor's expense. Work shall be in compliance with City of Coppell Standard Construction Details, and all applicable NCTCOG Specifications. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.21. Pay Item #21- Sidewalk Retaining Wall This work shall include the construction of reinforced concrete retaining walls as shown on Construction Plans. Work shall be performed in accordance with City of Coppell and NTCOG standards. All concrete for construction sh811 be Class "A" concrete having a minimum of 5 sacks of cement per cubic yard and a minimum compressive strength of 3,000 psi at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid. Work shall be in compliance with NCTCOG Items 8.7 and City ofCoppell Standard Construction Details. Measurement and Payment shall be made on the basis of square foot of vertical face of wall and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.22. Pay Item #22 - 4" Round Reflective & Non-Reflective Buttons: This pay item shall consist of the installation of 4" round, white acrylic button markers in the locations as shown in the plans. Pavement surface preparation for the raised pavement markers shall be subsidiary to this pay item. Work shall be in compliance with the City of Coppell Standard Construction Details and TxDOT Specifications Item 672. Surface preparation, as required by the specifications, shall be considered subsidiary to this pay item. This work also includes the removal and replacement, if necessary, of any existing buttons that are not in alignment or sequence. 5-10 Description of Pay Items Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.23. Pay Item #23 - Reflective Pavement Stripes . This pay item shall consist of the installation of reflective pavement stripes as shown on the plans or as required by the City of Coppell Standard Construction Details. New Portland- cement-concrete surfaces shall be cleaned to remove curing membrane, dirt, grease, loose andlor flaking construction markings and other forms of contamination. Pavement to which material is to be applied shall be completely dry. . Measurement and Payment shall be made on the basis of price bid per linear feet (LF) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.24. Pay Items #24 - Reflective Pavement Markings: This pay item shall consist of the installation of various words, symbols or shapes, or any other unit in the color, width and thickness as shown on the plans or as required by the City of Coppell Standard Construction Details. New portland-cement-concrete surfaces shall be cleaned to remove curing membrane, dirt, grease, loose andlor flaking existing construction markings and other forms of contamination. Pavement to which material is to be applied shall be completely dry. Work shall be in compliance with TxDOT Specifications Items 666 and 668. Surface preparation, including sealing, shall be considered subsidiary to this pay item. This work also includes the removal and replacement, if necessary, of any existing markings that are not in alignment or sequence. Measurement and Payment shall be made on the basis of price bid per each word, symbol or shape (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.25. Pay Items #25 - Road Sign Supports and Assemblies (Relocation): This pay item shall consist of the removal, temporary handling and storage, cleaning and relocation of existing roadside sign supports and assemblies in the locations as shown on the plans and in accordance with the appropriate details and specifications. Contractor will coordinate relocation of the existing signs with the Owner. Work shall include installing new foundations and washing and cleaning the existing signs. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.26. Pay Item #26 - Remove & Relocate Existing Street Light Assembly: This pay item shall consist of the removal and relocation of an existing street light assembly as indicated on the plans. This work shall also include: (a) all coordination necessary with Oncor and the Owner; (b) the removal, salvaging, and temporary storage of 5-11 Description of Pay Items the existing street pole light assembly; (c) the removal of the existing street light foundation; (d) the construction of a new foundation; ( e) the removal and replacement of all wiring, conduit, pull boxes, etc., as required to complete the relocation; and (f) the repair and replacement of any damage to the existing pole, light fixture and/or appurtenances. These items of work shall not be paid for directly but shall be considered subsidiary to this pay item. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.27. Pay Item #27 - Repair, Replace, and/or Modity Existing Irrigation Systems: This pay item shall consist of the repair, replacement and/or modification of any existing irrigation system or system component within the limits of the work area that is damaged or whose function/operation is adversely impacted by the construction of the proposed improvements. All work shall be completed in a manner that is satisfactory to the property owner and the Owner. All existing irrigation systems shall be assumed to be in good condition and fully operational unless the Contractor has inspected, noted and documented some specific damage to a system that exists, prior to starting construction. Contractor may want to contact adjacent property owners prior to construction to determine the limits of all existing irrigation systems, the location of sprinkler heads and other system components and to identify and document any existing damage. All repairs to the irrigation systems should be completed as soon as possible after the damage is discovered. Any damage to existing grass, trees or landscaping resulting from lack of water due to damaged or inoperable irrigation systems shall be the sole responsibility ofthe Contractor to replace. Measurement and Payment shall be made on the basis of price bid per lump sum (LS) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including replacing any sod, trees, or landscaping damaged during the course of construction due to the lack of adequate watering or the inability to operate an existing irrigation system resulting from the construction. 2.28. Pay Item #28- Remove Existing Pipe: This work shall include the removal and disposal of existing storm drain pipes, all sizes, at the locations as shown on plans. Work shall be performed in accordance with City of Coppell and NTCOG standards. Measurement and Payment shall be made on the basis of linear foot (LF) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.29. Pay Item #29 - Remove Existing Inlet: This work shall include the removal and disposal of existing drainage inlets at the locations as shown on plans. Work shall be performed in accordance with City of Coppell and NTCOG standards. 5-12 Description of Pay Items , Measurement and Payment shall be made on the basis of each (EACH) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.30. Pay Item #30 - Remove and Dispose of Existing Headwall: This pay item shall consist of the removal and disposal of the existing headwalls at the location as shown on the plans. Work shall be performed in accordance with City of Coppell and NTCOG standards. Measurement and Payment shall be made on the basis of each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.31. Pay Items #31-HDPE Pipe: This pay item consists of the installation of all HDPE storm drain (24") at the locations shown on the plans. Work shall be in accordance with the City of Coppell Standard Construction Details and NCTCOG Items 6.2.8, 6.2.9 and 6.2.10. This work shall also include the construction of temporary pavement repair, when necessary or as determined by the Owner, consisting of a minimwn of 8" of flexible crushed stone base and 2" ofHMAC surface course. Temporary pavement repair shall be constructed and maintained along all storm drain installed in areas that need to be open to traffic prior to the construction of the fmal pavement. Temporary pavement repair, as required by these specifications, will not be paid for directly but shall be considered subsidiary to this pay item. Measurement and Payment shall be made on the basis of price bid per linear foot (LF) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.32. Pay Items #32, 33, 34, 35,36,37,38,39,40,41,42 - Reinforced Concrete Pipes (RCP) Class III: This pay item consists of the installation of all RCP storm drain (21", 24", 27", 30", 36", 36", 42", 48", 54", 66", and 72") at the locations shown on the plans. Work shall be in accordance with the City of Coppell Standard Construction Details and NCTCOG Items 6.2.8,6.2.9 and 6.2.10. All RCP storm drain shall be Class III (NCTCOG Item 2.12.3); all bends shall be prefabricated, and omniflex joint material shall be used for all joints. Where leads or pipe terminate into an existing system, this work shall include construction of a concrete collar at the junction to form a watertight connection. The construction of concrete collars, as required by the plans and specifications, will not be paid for directly but shall be considered subsidiary to this pay item. This work shall also include the construction of temporary pavement repair, when necessary or as determined by the Owner, consisting of a minimum of 8" of flexible crushed stone base and 2" of HMAC surface course. Temporary pavement repair shall be constructed and maintained along all storm drain installed in areas that need to be open to traffic prior to the construction of the final 5-13 Description of Pay Items pavement. Temporary pavement repair, as required by these specifications, will not be paid for directly but shall be considered subsidiary to this pay item. Measurement and Payment shall be made on the basis of price bid per linear foot (LF) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.33. Pay Items #43, 44 - Curb Inlet: This work includes the construction of curb inlets (6' and 20') at the locations shown on the construction plans. Work shall be in accordance with the City of Coppell Standard Construction Details (2006 version) and NCTCOG Items 2.1, 2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class "C", with a minimum cement content of 6 sacks of cement/cubic yard of concrete, and a 3,600 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.34. Pay Items #45 - Recessed Curb Inlet: This work includes the construction of recessed curb inlets (10') at the locations shown on the construction plans. Work shall be in accordance with the City of Coppell Standard Construction Details (2006 version) and NCTCOG Items 2.1, 2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class "A", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.35. Pay Item #46, 47 - Drop Inlet: This work includes the construction of drop inlets (3' and 4') at the locations shown on the construction plans. Work shall be in accordance with the City of Coppell Standard Construction Details and NCTCOG Items 2.1, 2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class "A", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. 5-14 Description of Pay Items Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.36. Pay Items #48, 49 - Grate Inlet: This work includes the construction of a grate inlet (3 grate and 4 grate) as shown in the plans. Work shall be in accordance with the Detail Sheet in the plans and NCTCOG Items 2.1,2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class "A", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.37. Pay Item #50 - Combination 3 Grate: This work includes the construction of a combination 3 grate inlet as shown in the plan. Work shall be in accordance with the Detail sheet in the plans and NCTCOG Items 2.1, 2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class "A", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.38. Pay Items #51, 52 - Storm Drain Manhole: This work includes the construction of a storm drain manhole (4', 5' or 6' square) at the locations shown on the construction plans. Work shall be in accordance with the City of Coppell Standard Construction Details and NCTCOG Items 2.1, 2.2, 7.1, 7.4 and 7.6. Concrete used for the construction of inlets shall be Class itA", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. No fly ash shall be permitted. The cost for furnishing and placing reinforcement is subsidiary to the price bid per each. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 5-15 Description of Pay Items 2.39. Pay Items #53 - Reinforced Concrete Headwall Type 'B': This work shall include the construction of a reinforced concrete headwall Type 'B' as shown on the plans. The headwall shall be in compliance with TxDOT Standards. Measurement and Payment shall be made on the basis of each (EACH) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.40. Pay Item #54 - Stone Rip Rap, Grouted, Type 'A': This pay item shall consist of the installation of a stone rip rap, grouted, Type 'A' to the dimensions and grades as shown in the plans. Work shall be in accordance with NCTCOG Item 8.15. Measurement and Payment shall be on the basis of price bid per square yard (SY) and shall be total compensation for furnishing, hauling and mixing all concrete materials; for furnishing, placing, shaping and tampering; for disposal of surplus materials; for all grouting; for dewatering, and for all forms, labor, tools, equipment and incidentals necessary to complete the work 2.41. Pay Items #55, 70, 77 - Trench Safety System: This pay item shall consist of the trench safety system required for construction activities. The Contractor shall furnish a site-specific trench safety plan prior to construction. The system shall meet the requirements of the Occupational Safety and Health Administration (OSHA). The Contractor is directed to become knowledgeable with the standards as set forth by OSHA and to provide a viable trench safety system at all times during construction activities, and the Contractor is responsible for conforming to such regulations as prescribed by OSHA standards. This pay item includes all additional excavation, backfill, pavement reconstruction and repair made necessary by the protection system. No separate payment shall be made for excavation protection made necessary due to the selection of an optional design or sequence of work that creates the need for the protection system. The trench safety plan shall be signed and sealed by a Texas Registered Professional Engineer. Measurement and Payment shall be made on the basis of price bid per linear foot (LF) and shall be total compensation for furnishing the design and all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.42. Pay Items #56 - Erosion Control: This pay item shall consist of furnishing, installing, maintaining and removing erosion controls throughout the duration of the project in accordance with the Texas Commission on Environmental Quality permitting requirements for construction projects that disturb one (1) or more acres. Under the Texas Pollution Discharge Elimination System (TDPES) general construction permit TXR 150000, the operator with control of construction plans and specifications (Owner) and the operator with day-to-day operational control (Contractor) are required to obtain a permit for the discharge of storm water runoff. The Contractor shall be required to prepare and implement a single comprehensive site specific Storm Water Pollution Prevention Plan (SWP3) for the entire construction site. The Owner 5-16 Description of Pay Items and the Contractor shall independently: (1) sign the SWP3, (2) submit an NOl, and (3) post a site notice as part of the permit. The SWP3 must describe and insure the implementation of best management practices that will be used to reduce, to the maximum extent possible, the pollutants and storm water discharges associated with the construction activity aild insure compliance with the terms and conditions of the permit. The SWP3 must clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3. The SWP3 shall be subject to approval by the Owner and must be retained on-site during the term of the construction. The Contractor shall provide 2 copies of the SWP3 to the Owner. Notice must be posted ifthe SWP3 is retained off-site. A Texas Registered Professional Engineer must sign and seal the Erosion Control Plan (ECP) submitted as part of the SWP3. An ECP has been provided and should not be considered as a final ECP. Ifused by the Contractor, then it also must be signed and sealed by a Texas Registered Profession Engineer representing the Contractor. The Owner and Contractor shall independently submit a Notice of Termination upon completion of the project. Measurement and Payment shall be made on the basis of the price bid per lump sum (LS) for preparation and implementation ofthe SWP3. This includes any necessary revisions to the Erosion Control Plan throughout the term of construction and the installation, sequencing, and maintenance of structural control measures throughout the term of construction. Payment shall be total compensation for furnishing all labor, materials, tools, and equipment necessary to complete the work and payment shall be prorated throughout the term of construction based on the calendar days. 2.43. Pay Items #57, 58, 59 - PVC Water Line by Open Cut with Embedment: This pay item shall consist of the installation of 6", 8", and 12" (A WW A C900, Class 200, DR 14) PVC water pipe by open cut with embedment, at the location shown in the plans. The work shall include the furnishing and installation of all ductile iron fittings (A WW A Clll), including bends, tees, plugs, and megalug fittings, blocking etc. whether shown on the plans or not. Any necessary mechanical joint restraint and/or thrust blocking is considered to be subsidiary to this bid item. Work shall be in compliance with NCTCOG Item 6.7.3 and the City of Coppell Standard Construction Details. Measurement and Payment shall be made on the basis of the price bid per linear foot (LF) and shall be the total compensation for furnishing all labor, materials and equipment necessary to complete the WOIK, including excavation, embedment, blocking, polyethylene wrap, thrust restraints, backfill, testing and disinfection and any other incidentals necessary to complete the WOIK. 2.44. Pay Items #60, 61, 62 - PVC Water Line by Other Than Open Cut: This pay item shall consist of the installation of 6", 8", and 12" (A WW A C900, Class 200, DR 14) PVC water pipe by other than open cut, at the location shown in the plans. The work shall include the furnishing and installation of pipe and encasement pipe whether shown on the plans or not. WOIK shall be in compliance with NCTCOG Item 6.7.3 and the City of Coppell Standard Construction Details. 5-17 Description of Pay Items Measurement and Payment shall be made on the basis of the price bid per linear foot (LF) and shall be the total compensation for furnishing all labor, materials and equipment necessary to complete the work, including excavation, embedment, blocking, polyethylene wrap, thrust restraints, backfill, testing and disinfection and any other incidentals necessary to complete the work. 2.45. Pay Items #63, 64, 65 - Gate Valve: This pay item shall consist of the installation of 6",8" and 12" gate valves at the location shown in the plans. Work shall be in compliance with NCTCOG Item 6.7.3 and the City of CoppeIl Construction Standards. Measurement and Payment shall be made on the basis of the price bid per each (EACH) and shall be the total compensation for furnishing all labor, materials and equipment to complete the work, including polyethylene wrap, zinc coated nut, excavation, embedment and backfill, and any other incidentals necessary to complete the work. 2.46. Pay Item #66 - Connection to Existing Water Line: This pay item shall consist of connecting the proposed water line to the existing water lines. Work shall include cutting, tapping, plugging, sleeves, fittings, blocking, and disposal of waste materials. Work shall be in compliance with NCTCOG Item 6.7.3 and the City of Coppell Standard Construction Details. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, labor, and any other incidentals necessary to complete the work. 2.47. Pay Item #67 - Domestic Water Service Line and Meter Relocation: This work shall include the relocation and reinstallation of existing domestic services off of the new water main. All services shall be continuous copper from the new water line to the meter with no splices. Regardless of the existing size, the minimum relocated size shall be I". If the existing setvice is larger than 1" then the larger size shall be reinstalled. Remove and relocate existing water meters to new service locations. Install new meter setter and new meter can. City to provide new meters when required. All relocations and reinstallations shall be in accordance with CityofCoppell and NTCOG standards. Measurement and Payment shall be made on the basis of the price per lump sum (LS) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.48. Pay Item #68 - Domestic Water Service Line By Other Than Open Cut and Meter Relocation: This work shall include the relocation and reinstallation of existing domestic services off of the new water main by other than open cut. All services shall be continuous copper from the new water line to the meter with no splices. Regardless of the existing size, the minimum relocated size shall be I". If the existing service is larger than I" then the larger size shall be 5-18 Description of Pay Items reinstalled. Remove and relocate existing water meters to new service locations. Install new meter setter and new meter can. City to provide new meters when required. All relocations and reinstallations shall be in accordance with City of Coppell and NTCOG standards. Measurement and Payment shall be made on the basis of the price per each (EACH) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.49. Pay Item #69 - Fire Hydrant Assembly on New 12" Water Line with 6" Gate Valve: This pay item shall consist of the installation of fire hydrant assemblies, and includes all bends, fittings, concrete blocking, and testing necessary to connect to the new water line as shown on the plans. Work shall be in compliance with NCTCOG Item 6.7.3 and City of Coppell Standard Construction Detail. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be the total compensation for furnishing all labor, materials and equipment necessary to complete the work including excavation, polyethylene wrap, embedment, thrust restraints, blocking, pipe fittings, painting and backfill. 2.50. Pay Item #71, 72 - 8" Sanitary Sewer Pipe: This pay item shall consist of the installation of the 8" and 10" sanitary sewer pipe, SDR 35 in the locations and to the depth as shown on the construction plans. Contractor is responsible for taking any necessary precautions or construction measures necessary to protect and support existing utilities. Work shall be in accordance with City ofCoppell and NCTCOG Standards. Measurement and Payment shall be made on the basis of price bid per linear foot (LF) and shall be total compensation for furnishing all materials, tools, equipment, TV inspection, mandrelling all lines, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.51. Pay Item #73 - 4' Diameter Sanitary Sewer Manhole: This pay item shall consist of the installation of 4' diameter sanitary sewer manholes in the locations, and to the depth as shown in the plans. There is no additional compensation for extra depth of manhole. The manhole shall be cast-in-place or pre-cast, and the work shall include all appurtenances necessary for a complete installation. Concrete used for the manhole shall be Class "P" concrete having a minimum cementitious of 611 pounds per cubic yard and a minimum compressive strength of 4200 psi at 28 days. Work shall be in accordance with applicable details and specifications including the City of Coppell Standard Construction Details 5020 and 5030. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials, tools, equipment, vacuum testing, labor, and any other incidentals necessary to complete the work. 5-19 Description of Pay Items 2.52. Pay Item #74 - Wastewater Access Device: This pay item shall consist of the installation of a wastewater access device in the locations~ and to the depth as shown in the plans. The work shall include all appurtenances necessary for a complete installation. Work shall be in accordance with applicable details and specifications including the City of Coppell Standard Construction Detail. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials~ tools~ equipment~ vacuum testing~ labor, and any other incidentals necessary to complete the work. 2.53. Pay Item #75 - Sanitary Sewer Service: This pay item shall consist of the installation of 4" PVC SDR 35 sewer pipe service in the location shown on the plans. Contractor is responsible for taking any necessary precautions or construction measures necessary to protect and support existing utilities. Work shall be in accordance with applicable details and specifications including City of Coppell Standard Construction Details. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials~ tools, equipment, labor, and any other incidentals necessary to complete the work, including all excavation, embedment and backfill. 2.54. Pay Item #76 - Adjust Sanitary Manhole Rim To Match New Roadway: This work shall include adjustment of existing sanitary sewer manhole rims to match the new roadway. This work shall be in accordance with City of Coppell and NTCOG standards. Measurement and Payment shall be made on the basis of the price per each (EACH) and shall be total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.55. Pay Items #78 - Project Sign: This pay item shall consist of the installation of a project sign on each end of the project. The sign shall be constructed in accordance with the details fOWld in the Specifications. The City will furnish the City logo for the sign. Measurement and Payment shall be made on the basis of price bid per each (EACH) and shall be total compensation for furnishing all materials~ tools, equipment, labor, and any other incidentals necessary to complete the work. 5-20 Description of Pay Items .r:=: ~l 91 .' -:!. _ 1 1/2" ~ ,p- , N 3" CITY OF COPPEll PROJECT SIGN '-~" ,'. 3N ., o. BLUE BAa<CRlUID TO.. co r,r. H ~~n (Q)~ (Q)!PJ!PJ~[L ~t'},PPEE~ /FlQl~ ~~ro.AmOO C((t~V~C1I': t~{ ~~$IPIEClO~'$ NAMIE, ~OO$IPEl!:T(llfd . . ... .. P~~~I~ NltMBEIm: 172) 304- -~1iJJ~~l ~~M~ {~~~J~Cl ~~M~~~] ~ (OJ IM1rM~lilOJ Iffi~ ~(O) IMiJ'M~iJ'(o) Iffil $ IM~~ IE ~(O)~lnPrlIA\(G1J(Q1IRi'$ jp11HlID1~re ~lW~Im~1ffi (1H1E BAa<GIlCMJND) (RESER\iED _ SITE IlOna: ((:(Q)!M1I[Pl[E1f~(o)~ ~~'fr[E: $~$~WW~[ffi CMt HIM POSn~ ) IIl.UE BORDER NOTES: 1) LETTERING SHOULD BE BOLD TYPE 2) SIGN PANEL WILL BE 3/4" EXTERIOR PLYWOOD PAINTED AS SHOWN ON DETAIL 3) FRAME WILL BE 2"X4" STOCK- REINFORCED BEHIND SIGN PANEL AT APPROX. 2' CENTERS 4) ALL PAINT TO BE "OUTDOOR TYPE" 5) COPPELL LOGO TO BE PROVIDED BY THE CITY 6) MOUNTING POSTS TO BE 4"x4" STOCK SECURELY MOUNTED EXAMPLE: . " .. ...y. r:.a.. .. ~~n (Q)~ ~(Q)!PJ!PJ~(L'[L COf'PBEE 1F~1Rl iINlIFO~IMIA\li'~OIM CrmOOT~a:V: ~~t..@r~ mx Dm, 1~$IPECT(Jfd .... ....,.'".. ... IPHOWl~ NWlMI8JIER: 972.3fJM.IOIW COPPELL ROAD (ST 00-03) CONTRACTOR: mm mm mxm (000) 000-0000 (RESER~ _liTE NOllCE COMPLETION DATE: mxxx 2001 CMt tQ POS1WG ) . o I ... ~ .'