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Call No. 310 Contract Id. 111037 Jefferson County

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Call No. 310 Contract Id. 111037 Jefferson County eProposal Jan-2009 CALL NO. 310 CONTRACT ID. 111037 JEFFERSON COUNTY FED/STATE PROJECT NUMBER JL03 056 0264 014-016 DESCRIPTION WATTERSON EXPRESSWAY (I-264) WORK TYPE SOUND BARRIER WALL PRIMARY COMPLETION DATE 6/30/2012 LETTING DATE: August 19, 2011 Sealed Bids will be received electronically through the Bid Express bidding service until 10:00 AM EASTERN DAYLIGHT TIME August 19, 2011. Bids will be publicly announced at 10:00 AM EASTERN DAYLIGHT TIME. ROAD PLANS REQUIRED BID PROPOSAL GUARANTY: Not less than 5% of the total bid. JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 2 of 103 TABLE OF CONTENTS PART I SCOPE OF WORK · PROJECT(S), COMPLETION DATE(S), & LIQUIDATED DAMAGES · CONTRACT NOTES · STATE CONTRACT NOTES · NATIONAL HIGHWAY · DGA BASE · DGA BASE FOR SHOULDERS · SPECIAL NOTE(S) APPLICABLE TO PROJECT · RIGHT OF WAY NOTES · UTILITY CLEARANCE · KPDES STORM WATER PERMIT, BMP AND NOI · COMMUNICATING ALL PROMISES PART II SPECIFICATIONS AND STANDARD DRAWINGS · SPECIFICATIONS REFERENCE · SUPPLEMENTAL SPECIFICATIONS PART III EMPLOYMENT, WAGE AND RECORD REQUIREMENTS · LABOR AND WAGE REQUIREMENTS · EXECUTIVE BRANCH CODE OF ETHICS · KENTUCKY EQUAL EMPLOYMENT OPPORTUNITY ACT OF 1978 · PROJECT WAGE RATES PART IV INSURANCE PART V BID ITEMS JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 3 of 103 PART I SCOPE OF WORK JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 4 of 103 CONTRACT ID - 111037 ADMINISTRATIVE DISTRICT - 05 PROJECT(S) IDENTIFICATION AND DESCRIPTION: COUNTY - JEFFERSON PCN - DE05602641137 JL03 056 0264 014-016 WATTERSON EXPRESSWAY (I-264) INSTALL SOUND BARRIER WALL BETWEEN THE NEWBURG ROAD EXIT RAMP AND THE BARDSTOWN ROAD ENTRANCE RAMP. SOUND BARRIER WALL. SYP NO. 05-08413.00. GEOGRAPHIC COORDINATES LATITUDE 38^12'19" LONGITUDE 85^40'52" COMPLETION DATE(S): COMPLETION DATE - June 30, 2012 APPLIES TO ENTIRE CONTRACT JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 5 of 103 CONTRACT NOTES PROPOSAL ADDENDA All addenda to this proposal must be applied when calculating bid and certified in the bid packet submitted to the Kentucky Department of Highways. Failure to use the correct and most recent addenda may result in the bid being rejected. BID SUBMITTAL Bidder must use the Department’s Expedite Bidding Program available on the Internet web site of the Department of Highways, Division of Construction Procurement. (www.transportation.ky.gov/contract) The Bidder must download the bid file located on the Bid Express website (www.bidx.com) to prepare a bid packet for submission to the Department. The bidder must submit electronically using Bid Express. JOINT VENTURE BIDDING Joint venture bidding is permissible. All companies in the joint venture must be prequalified in one of the work types in the Qualifications for Bidders for the project. The bidders must get a vendor ID for the joint venture from the Division of Construction Procurement and register the joint venture as a bidder on the project. Also, the joint venture must obtain a digital ID from Bid Express to submit a bid. A joint bid bond of 5% may be submitted for both companies or each company may submit a separate bond of 5%. UNDERGROUND FACILITY DAMAGE PROTECTION The contractor is advised that the Underground Facility Damage Protection Act of 1994, became law January 1, 1995. It is the contractor’s responsibility to determine the impact of the act regarding this project, and take all steps necessary to be in compliance with the provision of the act. JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 6 of 103 SPECIAL NOTE FOR PROJECT QUESTIONS DURING ADVERTISEMENT Questions about projects during the advertisement should be submitted in writing to the Division of Construction Procurement. This may be done by fax (502) 564-7299 or email to [email protected]. The Department will attempt to answer all submitted questions. The Department reserves the right not to answer if the question is not pertinent or does not aid in clarifying the project intent. The deadline for posting answers will be 3:00 pm Eastern Daylight Time, the day preceding the Letting. Questions may be submitted until this deadline with the understanding that the later a question is submitted, the less likely an answer will be able to be provided. The questions and answers will be posted for each Letting under the heading “Questions & Answers” on the Construction Procurement website (www.transportation.ky.gov/contract). The answers provided shall be considered part of this Special Note and, in case of a discrepancy, will govern over all other bidding documents. 04/28/2011 JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 7 of 103 SPECIAL NOTE FOR RECIPROCAL PREFERENCE Reciprocal preference to be given by public agencies to resident bidders By reference, KRS 45A.490 to 45A.494 are incorporated herein and in compliance regarding the bidders residency. Bidders who want to claim resident bidder status should complete the Affidavit for Claiming Resident Bidder Status along with their bid in the Expedite Bidding Program. Submittal of the Affidavit should be done along with the bid in Bid Express. 03/01/2011 JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 8 of 103 NATIONAL HIGHWAY This project is on the NATIONAL HIGHWAY SYSTEM. DGA BASE The rate of application for DGA Base shall be estimated at 115 lbs/sy per inch of depth. DGA BASE FOR SHOULDERS The rate of application shall be estimated at 115 lbs/sy per inch of depth. Payment for necessary grading and/or shaping of existing shoulders prior to placing of Dense Graded Aggregate Base shall be included in the unit price bid per ton for Dense Graded Aggregate Base. JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 9 of 103 Sound Barrier Wall Item No. 5-8413.00 Page 1 of 21 JEFFERSON COUNTY Install Sound Barrier Wall on the North Side of I-264 between the Newburg Rd. Exit Ramp and the Bardstown Rd. Entrance Ramp Item No. 5-8413.00 JL03 056 0264 014-016 TABLE OF CONTENTS x Plan Set x General Notes x Special Notes for Sound Barrier Wall Construction x Special Note for Sound Barrier Walls x Special Note for Liquidated Damages x Project Completion Date x Standard Drawings JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 10 of 103 Sound Barrier Wall Item No. 5-8413.00 Page 2 of 21 SOUND BARRIER WALL PROJECT DESCRIPTION JL03 056 0264 014-016 The purpose of this project is to construct a sound barrier wall on the North side of I-264 (Watterson Expressway) between the Newburg Rd. Exit Ramp and the Bardstown Rd. Entrance Ramp, as shown on the plan set. The project includes the following items: x Installation of sound barrier wall which includes the design of the sound barrier wall, geotechnical investigation and design of the foundation for the wall; and x A portion of this wall to be mounted on an existing retaining wall; and x Construction of the special ditch and drainage structures; and x Installation of guardrail; and x Removal of a light pole and underground electric conduit; and x Panel sign and foundation fabrication and installation; and x Maintaining and controlling traffic; and x Other miscellaneous items defined in the plans, notes, and estimated bid item quantities. JEFFERSON COUNTY Contract ID: 111037 JL03 056 0264 014-016 Page 11 of 103 Sound Barrier Wall Item No. 5-8413.00 Page 3 of 21 GENERAL NOTES JL03 056 0264 014-016 UNDERGROUND UTILITIES: The Contractor shall use all possible care in his operations to avoid damaging existing pipes and any underground existing utilities. He shall be responsible for any damages to the above mentioned items and shall repair or restore at his own expense any items damaged as the result of his operations. From Sta 200+00 forward to the end of the project there is an abandoned 60” concrete water main located approximately as shown in the plans. The contractor shall locate the pipe during the subsurface investigation portion of the project. If after locating the pipe, the planned location of the substructure coincides with this pipe, the contractor may at no additional expense to the cabinet adjust the wall location and or the foundation to avoid the water main. Alternatively, the contractor may extend or place drilled shafts through the existing pipe using a permanent casing or remove portions of the pipe and backfill at no additional cost to the cabinet. MSE WALLS: Portions of the wall (Sta 305+55 to 407+15, and Sta 502+95 to 510+80) have an MSE type retaining wall at the shoulder. Drilled shaft foundations may damage straps of the wall. The foundation for the Sound Barrier wall in this area will be spread footings. If the straps are encountered or damaged they shall be replaced, moved and or splayed around the footings. In no case shall the straps be connected to the footings. Geotechnical investigations may not be needed if the entire footing is placed on the backfill material of the MSE volume and the parameters of the backfill material can be estimated with confidence. Care should be taken to make sure the footings are designed so as not to cause excessive stresses on the MSE wall facing. If the excavation for the footing encounters the abandoned 60” water main, a portion of the water main shall be removed and fully plugged with concrete at least 3’ into the pipe and backfilled with granular aggregate to prepare the subgrade for the spread footing. The cost for pipe excavation, concrete, backfill and equipment, labor and any other materials needed for this work shall be considered incidental to the foundation preparation bid item.
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