Exhibit A
NASHUA 13117 — Crown Street Park & Ride Project
Detailed Scope of Services — Construction Services
Task 4 - Respond te Request for Information (RFI) Requests
MJ staff will provide responses to formal Contractor Requests for Information (RFI) on project
related issues during the construction phase, as requested by the City. For the purposes of this
scope, it is assumed responses will be required by MJ for up to five (5) contractor RFI’s.
Task 5 — Preparation of Change Orders
MJ will prepare and execute necessary change orders, as needed. For the purposes of this
scope, it is assumed that up to three (3) change orders will be required. In addition, a final
corrective change order will be prepared based on the final quantities and the final payment
request.
Task 6 — Federal Aid Compliance Reviews
MJ will review certified payroll submissions from the Contractor. This effort assumes NHDOT’s
Office of Federal Compliance will be performing payroll review services consistent with other
LPA projects. MJ will review the Certified Payrolls against the Daily Sign-in sheets and be
responsible for compiling the Certified Payrolls for NHDOT review.
Task 7 — Prepare Record Drawings / Project Closeout Documentation
MJ will prepare a “punch list” of items to be completed, repaired, or redone by the Contractor to
achieve substantial completion and final completion. It is anticipated that the City and NHDOT
will accompany MJ during the walk-through inspections and assist MJ in developing the “punch
list.”
MJ will prepare Record (As-Built) Plans to address construction changes that occur in the field,
based on information provided by the Contractor and the City. Prior to the final inspection of the
project, MJ will meet with the Contractor and the City, turnover draft Record (As-Built) Plans for
their review and comment, and revise the plans accordingly. Upon approval of the Record (As
Built) Plans by the NHDOT, the project will be considered complete and the contract ended.
Task 8 — Environmental Testing
This task will include drilling/logging of six soil borings at the approximate locations indicated on
Figure 2. A NH-licensed Water Well Contractor will be retained to drill the soil borings using
either direct push or hollow-stem auger drilling methods. Depth to groundwater at the proposed
locations is estimated at 15 to 20 feet. Therefore, the soil borings will be advanced to a depth of
up to approximately 30 feet, and each boring will be completed as a 2-inch diameter PVC
monitoring weil with a 10-foot long slotted screen set at the bottom of the boring to allow for
subsequent collection of groundwater samples. Soil samples will be collected during drilling to
assess general subsurface soil conditions. The soil borings/well installations will be
observed/logged to include a textural/geologic description of the splitspoon soil samples (based
on visual classification), PID readings, and a summary of well construction.
S McFarland Johnson Page 2 of 3 February 10, 2017
