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Finance Committee

Finance Committee - Agenda - 7/6/2016 - P93

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30. SEVERABILITY GC--b2
31. MODIFICATION OF CONTRACT AND ENTIRE AGREEMENT GC--12

32. CHOICE OF LAW AND VENUE GC--13

GC 2 of 13

Finance Committee - Agenda - 7/6/2016 - P92

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EXHIBIT A
TABLE OF CONTENTS
GENERAL CONDITIONS
DEFINITIONS

PROFESSIONAL ENGINEER STATUS AND PROVISION OF WORKERS’
COMPENSATION COVERAGE

STANDARD OF CARE

CITY REPRESENTATIVE
CHANGES TO SCOPE OF WORK
CITY COOPERATION

DISCOVERY OF CONFLICTS, ERRORS, OMISSIONS, AMBIGUITIES, OR
DISCREPANCIES

Finance Committee - Agenda - 7/6/2016 - P91

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progress reports. The City will make no payments until the invoice forms and progress reports
have been submitted and approved.

5, EFFECTIVE DATE OF CONTRACT. This contract shall not become effective until and unless
approved by the City of Nashua.

6. NOTICES. All notices, requests, or approvals required or permitted to be given under this
contract shall be in writing, shall be sent by hand delivery, overnight carrier, or by United States
mail, postage prepaid, and registered or certified, and shall be addressed to:

Finance Committee - Agenda - 7/6/2016 - P90

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2. WORK TO BE PERFORMED Except as otherwise provided in this contract, Professional
Engineer shall furnish all services, equipment, and materials and shall perform all operations
necessary and required to carry out and perform in accordance with the terms and conditions of
the contract the work described.

Finance Committee - Agenda - 7/6/2016 - P89

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CONTRACT FOR PROFESSIONAL SERVICES

TITLE:
FEASIBILITY STUDY PHASE ENGINEERING FOR PARK AND RIDE

A CONTRACT BETWEEN

THE CITY OF NASHUA, 229 MAIN STREET, NASHUA, NH 03061-2019

AND

MCFARLAND JOHNSON, INC
53 REGIONAL DRIVE, CONCORD NH 03301

WHEREAS, the City of Nashua, a political subdivision of the State of New Hampshire,
from time to time requires the services of a Professional Engineer ; and

Finance Committee - Agenda - 7/6/2016 - P88

By dnadmin on Mon, 11/07/2022 - 09:51
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Exhibit A
Nashua - Crown Street Park & Ride Project
Scope of Work and Task Descriptions
June 15, 2016

Task 3.4 - Bid Services

Bidding phase services have been included to assist the City tn advertising of the project with
attendance at the pre-bid and the bid opening meetings. MJ will also review the bids received and
provide a recommendation of award to the City. It is assumed that MJ will be required to prepare
no more than two addenda during the bidding phase. MJ will perform the following Bid Phase
support services:

Finance Committee - Agenda - 7/6/2016 - P87

By dnadmin on Mon, 11/07/2022 - 09:51
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Exhibit A
Nashua - Crown Street Park & Ride Project
Scope of Work and Task Descriptions
June 15, 2016

1. Demolition Plans — These plans will indicate what existing site elements will be
removed or altered and what elements are to be retained.

Finance Committee - Agenda - 7/6/2016 - P86

By dnadmin on Mon, 11/07/2022 - 09:51
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Exhibit A
Nashua - Crown Street Park & Ride Project
Scope of Work and Task Descriptions
June 15, 2016

° Construction considerations including excavation, temporary support of excavation,
dewatering, and removal of unsuitable materials.

Finance Committee - Agenda - 7/6/2016 - P85

By dnadmin on Mon, 11/07/2022 - 09:51
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Exhibit A
Nashua - Crown Street Park & Ride Project
Scope of Work and Task Descriptions
June 15, 2016

d. Fill the casing with water to a depth of 24 inches and allow to pre-soak for 24 hours;

e. After pre-soaking, refill the casing with 24 inches of water and record the drop in
water level from the top of the casing at the end of one hour;

f. Divide the drop in water elevation by one hour to obtain the infiltration rate for the
given observation;

Finance Committee - Agenda - 7/6/2016 - P84

By dnadmin on Mon, 11/07/2022 - 09:51
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Exhibit A
Nashua - Crown Street Park & Ride Project
Scope of Work and Task Descriptions
June 15, 2016

exploration program. The test borings will be backfilled with the drill cuttings and sand fill, if
needed.

A GZA engineer will coordinate and observe the drilling, classify soil samples, and prepare
individual logs for each exploration. The as-drilled test boring locations will be determined by GZA
using tape ties from prominent site features and/or hand-held GPS, which has a precision of +/- 10
feet.

Pagination

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