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File #: 1950-2017    Version: 1
Type: Ordinance Status: Passed
File created: 7/10/2017 In control: Public Utilities Committee
On agenda: 10/2/2017 Final action: 10/5/2017
Title: To authorize the Director of Public Utilities to modify and increase a professional engineering services agreement with EMH&T Inc. for the Blacklick Sanitary Intercept Sewer, Section 6, Parts B&C; to authorize the transfer within and expenditure of $466,553.53 from the Sanitary Build America Bond Fund and $87,287.49 from the Sanitary Sewer General Obligation (G.O.) Bond Fund for a total expenditure of $553,841.02; to amend the 2017 Capital Improvements Budget; and to declare an emergency. ($553,841.02)
Attachments: 1. Ord 1950-2017 Map - Blacklick Creek Sanitary Interceptor Sewer Limits, 2. Ord 1950-2017 Director's Legislation Information Sheet - 034.6C Eng Mod #3 (5-26-17), 3. Ord 1950-2017 SWIF for 650034-6 w Reduced Funding, 4. Ord 1950-2017 DAX Financials Blacklick Interceptor Sec 6 Parts B&C
Explanation

1. BACKGROUND: This legislation authorizes the Director of Public Utilities to modify (Mod #3) an existing engineering agreement with Evans Mechart Hambleton & Tilton (EMH&T) Inc. for the Blacklick Sanitary Intercept Sewer, Section 6, Parts B&C for the Division of Sewerage and Drainage. The design consultant shall provide all engineering services during construction including, but not limited to: attendance at all construction kickoff meetings, progress, and disputes review board meetings, submittal review, response to requests for information from contractors, preparation of requests for proposals, claims and change order review, coordination of well dewatering response plan, and record plan production.

Planning Area is 21 - Far East. The consultant has performed the requisite field surveys, geotechnical investigations, and hydraulic calculations necessary to generate the Preliminary Engineering Report which outlined the recommended horizontal and vertical alignments for the proposed sewer. The report concluded that the most economical method for constructing the sewer will be via tunneling methods. The consultant has also completed a Final Design Report, performed all necessary field surveys to generate detailed construction plans, obtained all requisite permits, prepared site-specific maintenance of traffic plans, and produced all specifications necessary for the bidding process. All future work shall be engineering services during construction, described in greater detail in Section 9 of the Director’s Information Sheet.

Project Modification Data: Amount of additional funds to be expended: $553,841.02

1.1 Original Contract $2,137,198.16
Modification # 1 $5,706,025.31
Modification #2 $1,714,133.90
Modification #3 $ 553,841.02
TOTAL ...

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