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Path 22 West Bridge Project

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Path 22 West Bridge Project PROJECT MANUAL PATH 22 WEST BRIDGE PROJECT PREPARED FOR: TETON COUNTY, WYOMING PREPARED BY: NELSON ENGINEERING P.O. BOX 1599/430 SOUTH CACHE STREET JACKSON, WY 83001 IN ASSOCIATION WITH: HNTB 715 KIRK DRIVE KANSAS CITY, MO 64105 SINCLAIR BUCKSTAFF, JR., WY PE 6619 PROJECT MANAGER PROJECT NO. 10-124-02 JANUARY 2013 SET NO. SECTION 00010 TETON COUNTY, WYOMING PATH 22 WEST BRIDGE PROJECT TABLE OF CONTENTS SECTION ADMINISTRATIVE DOCUMENTS 00100 ADVERTISEMENT FOR BIDS 00200 INSTRUCTION TO BIDDERS 00210 ADDENDUM 00410 BID FORM 00435 BID BOND 00450 STATEMENT OF QUALIFICATIONS 00455 PROPOSED SUBCONTRACTORS 00510 NOTICE OF AWARD 00520 AGREEMENT 00610 PERFORMANCE BOND 00615 PAYMENT BOND 00650 NOTICE TO PROCEED 00660 CONTRACTOR’S APPLICATION FOR PAYMENT 00665 CHANGE ORDER 00675 WORK CHANGE DIRECTIVE 00680 EVIDENCE OF PAYMENT AND WAIVER OF CLAIMS 00690 CERTIFICATE OF SUBSTANTIAL COMPLETION GENERAL CONDITIONS (EJCDC), 2002 EDITION 00700 GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS 00800 SUPPLEMENTARY CONDITIONS SPECIAL PROVISIONS --------- SPECIAL PROVISIONS (WITH INDEX) 00010-1 TECHNICAL SPECIFICATIONS --------- WYOMING DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (WYDOT SSRBC), 2003 EDITION (BY REFERENCE) GEOTECHNICAL INVESTIGATION REPORT --------- GEOTECHNICAL INVESTIGATION REPORT PERMITS --------- PERMITS (WITH INDEX) ROSTER OF DRAWINGS --------- INDEX, CIVIL DRAWINGS --------- INDEX, BRIDGE DRAWINGS 00010-2 SECTION 00100 ADVERTISEMENT FOR BIDS Notice is hereby given that Teton County, Wyoming is accepting sealed bids for a general contract to consist of construction of the Path 22 West Bridge Project. The project is generally described as the construction of a pathway bridge across the Snake River, installation of conduit for a future gas line to be affixed to the under-decking of the bridge, associated grading, and appurtenances thereto. The bridge is an approximately 700-foot long, four-span steel girder bridge, 14 feet in width, supported by three piers on driven piles with abutments tied into existing levees on either side of the river. The Plans and Project Manual for the work may be reviewed and obtained at the office of Nelson Engineering, P.O. Box 1599, 430 South Cache Street, Jackson, Wyoming, upon payment of a $75.00 , non-refundable fee for supply of the entire Project Manual and complete plan set. No partial sets will be issued. Questions regarding the technical aspects or requirements of the Contract Documents are to be referred to the Project Manager, Sinclair Buckstaff, Jr., PE, Nelson Engineering, Jackson, Wyoming, 307-733-2087. All Bids must be accompanied by a Cashier’s Check, Irrevocable Letter of Credit, or a Bid Bond, executed by the bidder, as Principal, and a satisfactory surety company, executed in favor of the Owner in the amount of five percent (5%) of the maximum amount of the Base Bid. The Bid Bond shall be accompanied by a certified copy of Power of Attorney and signed or countersigned by an agent of the bonding company. The Cashier’s Check, Irrevocable Letter of Credit, or Bid Bond will be retained by the Owner as liquidated damages if the successful bidder refuses or fails to enter into a contract or to furnish a Contractor’s Payment and Performance Bond, and meet the other required provisions including insurance, within ten (10) days after being notified of the award of the Contract. Performance and Payment Bonds, or other collateral or surety acceptable to the Owner, shall be furnished by the successful bidder each in the amount of one hundred percent (100%) of the contract price. Such Performance and Payment Bonds shall be accompanied by a certified copy of Power of Attorney and shall be signed or countersigned by a Wyoming resident agent of the bonding company. No bid may be withdrawn for a period of sixty (60) days after the date of the bid opening. Each bid must conform and be responsive to all pertinent Project Manual/Project Drawing requirements and acknowledge receipt of all addenda to the project. Sealed bids will be received in the office of Teton County Engineering, P.O. Box 3594, 320 South King Street, Jackson, Wyoming 83001 until January 30, 2013 at 2:00 PM . All bids will be publicly opened and read aloud by the Owner immediately thereafter at the same location. Bids shall be sealed in an envelope plainly marked with the Bidder's name and the following title: "Path 22 West Bridge Project". 00100-1 All bids will be reviewed by the Engineer and presented to Teton County for possible action at the next scheduled meeting subsequent to the date of the bid opening. Attention of the bidders is particularly called to the requirements in the Wyoming Statutes regarding preference for Wyoming products and the 5% preference, which will be given to Wyoming contractors. A Mandatory Pre-Bid Conference will be held at the office of Nelson Engineering, 430 South Cache Street, Jackson, WY, at 10:00 AM, January 22, 2013 . Representatives of Owner and Engineer will be present to discuss the Project. Bidders are required to attend and participate in the conference in order to have their bids considered at the Bid Opening. Teton County reserves the right to reject any and all bids, to waive all informalities, and may accept any bid which in its opinion best serves its interests. TETON COUNTY, WYOMING PUBLISH: January 9, 16, and 23, 2013 BILL: Teton County Engineering, P.O. Box 3594, Jackson, WY 83001 00100-2 SECTION 00200 INSTRUCTION TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: A. Issuing Office-- The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. The Issuing Office is Nelson Engineering, 430 South Cache Street, P.O. Box 1599, Jackson, WY 83001, phone (307) 733-2087. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office. 2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder’s qualifications to perform the Work, within five days of Owner’s request, Bidder shall submit written evidence such as financial data, previous experience, present commitments, and such other data as may be requested by Owner. EJCDC C-200 Instructions to Bidders for Construction Contracts Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00200 – 1 ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02 of the General Conditions has been identified and established in Paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner, or others. 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that Engineer has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in Paragraph 4.03.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.06 of the General Conditions has been identified and established in Paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to
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