PIC PID Const Project Pre Bid Meeting. April 25, 2013

Transcription

1 PIC PID Const Project Pre Bid Meeting April 25,

2 Project Goals Complete Replacement of PIC structure Improve deficient sight distance by reconstructing vertical curves within project limits Provide roadway geometry meeting the standards in the design exception as a minimum 2

3 Project Limits 3

4 2 Pre-bid Meeting Thursday, April 25, :00 AM ODOT District East William Street Delaware, OH Transcript will be posted to Contracts Website 4

5 3 Addenda/Prebid Process Admin/Contracts/Pages/PBQs.aspx - Submit all questions thru above web form. - There is an addendum forthcoming to address questions raised in this meeting. 5

6 6 Scope of Work Cooperation Between Contractors PIC , PID Not scheduled until 2018, should be no conflict. 6

7 6 Scope of Work Completion Date: October 15, 2014 Time Restriction on Lane Closures: 120 calendar days-see Section

8 7 Field Office Type A To be available two weeks prior to any construction work 8

9 8 General Provisions for The Work 8.1 Governing Regulations 2013 CMS, including Supp Specs **Note: Addendum to modify the body of the scope is forthcoming, eliminating references to supplemental specs that have been rescinded as part of 2013 CMS. Complete list in section 8 of scope. 9

10 Changes to 2013 CMS SS 802 has now been rescinded, Item 603 has been rescinded, drainage work will be under Item 611 now. The SS covering QC/QA concrete have been rescinded, they are now part of the standard concrete items. SS 823 has been rescinded and incorporated into the standard layout stakes spec. 10

11 8 General Provisions for The Work 8.2 Basis of Payment Primary work items are paid as a Lump Sum unless a unit line price item has been established in the Scope of Services The DBT shall be required to furnish the Department with a complete breakdown of lump sum bid items, including materials to be used in the work Misc: Special-Roadway includes any items of work not specifically itemized elsewhere in the scope. Construction Erosion Control shall be paid as per SS 832, at the established unit prices. 11

12 8 General Provisions for The Work 8.2 Basis of Payment Flexible Pavement Includes all sub-base, base and pavement and any associated items used in the construction of the pavement on the mainline SR 674 Drainage Includes under drains, aggregate drains, inlets, all drainage pipes and associated items Structures Includes all work associated with the proposed structure PIC including substructure, approach slabs, painting and sealing, and any shoring required to construct the bridge 12

13 8.2 Basis of Payment Structure Removal Includes all work associated with removal of existing structure PIC Maintaining Traffic Lump Sum Includes all work to maintain traffic within the work limits. This includes maintenance of the existing/proposed pavement once traffic shifts have been placed. Discussion of pay item list, reference handouts. 13

14 8 General Provisions for The Work (con t.) 8.5 Post-Letting Conference 8.6 Partnering Agreement 14

15 8 General Provisions for The Work (con t.) 8.7 Communication: ODOT Project Manager/Engineer

16 8 General Provisions for The Work (con t.) 8.8 Permits Contractor s responsibility 8.9 Entry On Private Property Proper notification required May enter upon any lands with the State for purposes of inspection, surveying, leveling, digging, drilling or any work deemed necessary in execution of any survey authorized by Director of Transportation in accordance with Section of Ohio Revised Code and Section of ODOT s Survey Manual 16

17 9 HAZARDOUS MATERIALS Notification of Asbestos Demolition and Renovation DBT is to follow the Instructions for Notifications of Asbestos Demolition and Renovation by the EPA 17

18 AT1 10 Environmental CE Level 4 Categorical Exclusion 10.1 Waterway Permits: 404/401 Have been authorized by the US Army Corps of Engineers and the Ohio Environmental Protection Agency Shall not perform any work in and/or place any fill in streams or wetlands beyond that allowed by the US Army Corps of Engineers and the Ohio Environmental Protection Agency. DBT shall perform work per 404/401 permits including all special conditions of permits 18

19 Slide 18 AT1 Need to update this silde with the most current status of the waterway permits. Anthony Turowski, 4/27/2012

20 10 Environmental (Continued) 10.2 National Pollutant Discharge Elimination System (NPDES) permit 10.3 Removal of Temporary Erosion Control Items 10.4 Wetland and Source Water Protection Areas None were found in PE. 19

21 11 Right of Way (ROW) A temporary R/W easement has been obtained on the north side of Turkey Run to facilitate construction of the driveways. There is one known existing encroachment, a waterline shown running under the forward span of the bridge. Removal of this shall be included in the bid. Notification of the property owner is required one month prior to removal. Owner is planning to install a replacement line via permit, replacing the line is not included in this project, but the contractor may be contacted by the property owner to coordinate the work. 20

22 12 Utilities Section 12.1 lists utilities and contact info. Design should attempt to avoid utility impact wherever practical. DBT is responsible for all utility coordination. This includes coordinating relocation of facilities if required by the plans. 21

23 13 Design and Construction Requirements: MOT 13.1 General 120 Limitation on lane closures. contiguous closure, no pause in 120 day limitation. Maintain access across SR 674 for property owner north of bridge. Signal actuators shall be provided. 22

24 13 Design and Construction Requirements: MOT Points of Contact ODOT District 6 Communications Office Nancy Burton (614) nancy.burton@dot.state.oh.us ODOT District 6, District 6 Work Zone Traffic Manager Duane Soisson (740) Duane.soisson@dot.state.oh.us ODOT District 6, Pickaway County Manager Bill Cunningham (740) William.Cunningham@dot.state.oh.us 23

25 13 Design and Construction Contact Requirements: MOT DBT Work Zone Point of DBT to provide 24 hour contact to repair zone, assist in incident management, provide info to emergency responders. 24

26 13 Design and Construction Requirements: LEOs 13.8 Law Enforcement Officers LEOs with patrol cars shall be provided during the entire advance preparation and closure sequence where complete blockage of traffic is required 25

27 14 Design and Construction Requirements: Location & Design 14.3 Pavement Full depth replacement is required Sta to Flexible Pavement Asphalt Concrete Surface Course, Type 1, PG Tack Coat for Intermediate Course Asphalt Concrete Intermediate Course, Type 2, PG Asphalt Concrete Base Aggregate Base 26

28 14 Design and Construction Requirements: Location & 14.4 Roadway Design Follow ODOT L&D Manual DBT shall provide a minimum 6 graded shoulder and 4 treated shoulder All existing guardrail along SR 674 within project limits is to be replaced using proper length of need calculations per L&D Manual Grading requirements shown in standard construction drawings for all end treatments and attenuator locations shall be used 27

29 14 Design and Construction Requirements: Location & 14.4 Driveways Design Property owner on the north side of the bridge has commercial drives accessing both sides of SR 674 DBT shall provide driveways with adequate width and turning radius to admit semi-tractor trailers to both driveways at all times Proposed driveway material shall match that of existing and in no case shall the drives be replaced with a lesser thickness than that of the existing DBT shall not prevent property owner from crossing roadway to access property on other side DBT shall provide mailbox supports per L&D Vol. 1 note R118 for existing mailboxes disturbed by the work 28

30 14 Design and Construction Requirements: Location & Design 14.4 Subgrade Stabilization DBT is responsible for designing and constructing subgrade conforming to CMS 204. Stable subgrade is defined as subgrade where proof rolling results in permanent rutting of ½ inch or less and elastic rebound movement of ½ inch or less. The DBT shall not utilize chemical stabilization in areas where the subgrade soils contain soluble sulfates in concentrations exceeding 3000 ppm as tested according to the TEX-145-E method and as described in Supplement 1120, Mixture Design for Chemically Stabilized Soils 29

31 14 Design and Construction Requirements: Location & 14.5 Drainage Replace ALL: Design Under drains, Catch Basins, Aggregate Drains Aggregate Drains DBT shall provide at 25 spacings as per L&D Vol. 2 DBT shall provide ditch erosion protection mat as minimum treatment for any section of ditch reworked DBT shall be careful to stay within existing right of way for placement of proposed ditch at Left between existing right of way and proposed toe of slope DBT to provide Notice of Intent (NOI) and Best management Practices (BMPs) per current standards

32 14 Design and Construction Requirements: Location & 14.9 Fencing Design Existing fencing is present within expected work limits to prevent livestock from entering roadway DBT shall always maintain positive separation between livestock and roadway All fence within work limits north of Turkey Run shall be considered to be retaining livestock; DBT shall maintain the same number of gates in the fences as are existing at beginning or construction DBT shall contact the property owner prior to replacing fence. Cattle grates to be carefully relocated. 31

33 15 Design and Construction Requirements: Structures 15.2 Design and Construction Requirements of Structures All bridge work shall conform to the latest versions of the Bridge Manual and Location and Design Manuals, Environmental Document and waterway permits PIC over Turkey Run SFN: Bridge Type: Concrete/Slab/Continuous Year Built: 1955 Deck Area: 2,594 s.f Length: 93 32

34 15 Design and Construction Requirements: Structures 15.2 Design and Construction Requirements of Structures Continued The DBT shall completely remove the existing structure and replace it with a new structure. Existing structure is not to be used as part of the proposed structure Proposed structure shall increase deck width from face to face of rail Must be designed to facilitate future part-width maintenance of traffic for bridge maintenance Shall cause no rise in the 100 year flood elevation upstream of bridge 33

35 17 Project Schedule Requirements 17 The current edition of CMS 108 shall be met or exceeded. Include review times in the progress schedule. 34

36 18 Plan Submittals and Review Requirements 18.1 Plan Components Plan signatures Refer to section Quality Control DBT Responsibility 18.3 Electronic Submission Requirements: ODOT will provide an ODOT project website to upload the electronic submissions. Submissions greater than 200MB must be submitted in multiple files. DBT shall provide paper copies of all construction plans as per plan distribution table 18.7: Construction Plans 35

37 18 Plan Submittals and Review Requirements 18.5 Major Design Decision Separate submittals for concurrence with major design decisions made after stage 2 Review are required DBT must advise District Project Manager in writing of any additional decisions during the course of the design 18.6 Stage 2 Review Submission The Consultant shall submit Stage 2 detailed design plans as per L&D Design Manual, Volume 3 for review by ODOT The department shall have 21 working days from receipt to review complete submission The department shall provide spreadsheet summarizing all comments and any markups for each submittal and return to DBT 36

38 18 Plan Submittals and Review Requirements 18.7 Construction Plans Electronic submittal. 5 working days review period. Following the receipt of an Accepted or Accepted as Noted electronic submission, the DBT shall provide full size (22 x34 ) and/or half size (11 x17 ) paper prints of each plan submission to the followingparties: Number of half size sets ODOT District 6 Planning and Engineering 4 ODOT Central Office, Division of Construction 1 Management Each affected utility or railroad company 1 Number of full size sets Plan Distribution Addresses See the scope for addresses for each plan recipient. 37

39 20 Index of Attachments All Attachments have been placed on the D6 FTP server at the following location: ftp://ftp.dot.state.oh.us/pub/districts/d06/download/pic _pid_83958/ 38

40 Addendum A Revises body of Scope to conform to 2013 CMS. Answers any questions posted at pre-bid meeting. 39

41 d3 Proposed Schedule Sale: 5/23/13 Award: 6/3/13 Completion Date: 10/15/14 40

42 Slide 40 d3 Not Sure on the Sale and Award dreyes, 4/22/2013

43 Questions??? Reminder: Please clearly state Name and Company prior to asking question. 41

44 1 1 BEFORE THE OHIO DEPARTMENT OF TRANSPORTATION In the Matter of: : 5 Pre-Bid Meeting Construction : :Project No. :PIC Project :PID : PROCEEDINGS before Anthony Turowski, District Geotechnical Engineer, District Six, at the Ohio Department of Transportation, 400 East William Street, Columbus Pike Conference Room, Delaware, Ohio, called at 9:22 a.m. on Friday, May 3,

45 Friday Morning Session, May 3, MR. TUROWSKI: This is Tony Turowski with ODOT. There were no contractors at the pre-bid meeting today, so we will be adjourning the meeting. (Thereupon, the proceedings concluded at 9:22 a.m.)

46 CERTIFICATE I do hereby certify that the foregoing is a true and correct transcript of the proceedings that were digitally recorded, electronically transmitted, and transcribed via audible playback. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal of office at Columbus, Ohio, on this day of, Sandra D. Kin Certified Digital Reporter, 13 Digital Transcriber and Notary Public in and for the 14 State of Ohio My Commission Expires May 14,

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