Skip to main content

Main navigation

  • Documents
  • Search

User account menu

  • Log in
Home
Nashua City Data

Breadcrumb

  1. Home
  2. Finance Committee - Agenda - 3/6/2019 - P356

Finance Committee - Agenda - 3/6/2019 - P356

By dnadmin on Mon, 11/07/2022 - 13:11
Document Date
Fri, 03/01/2019 - 12:37
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/06/2019 - 00:00
Page Number
356
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__030620…

Technical Specifications FY¥2019 Paving Prograrn

ITEM 604.4 - REPAIR OF EXISTING STRUCTURES
A. SCOPE

This work consists of repairing existing structures below 12” from the bottom of existing casting
frame.

B. MATERIALS AND CONSTRUCTION

The contractor shall include all labor, materials, equipment, and transportation necessary to
repair existing structures other than within the top 12 inches below the bottom of casting frame.
Repairs in that section shall not be paid under this item.

The Contractor is responsible for the management of stormwater to all structures altered/dropped
for paving operations for the duration of the project until final pavement has been placed and
accepted by the City and/or the Engineer. The Contractor shall prevent any materials from
entering drain and sewer structures from this operation and shall clean out said structures if
material enters them as directed by the Engineer.

Mortar shall comply with NEDOT Section 707. Brick shall comply with NHDOT 604.2.4 and be
AASHTO M91 Grade SS brick. Contractor shall provide the City with material slips certifying
brick meets requirements.

Mortar shall be tooled into every vertical joint between bricks Prior to installing a new horizontal
brick layer. Mortar between brick layers shall be 3/8” thick and fully cover all bricks in the layer.
Use of the weight of castings and additional brick layers to facilitate joint filling and further

All mortar shall be mixed with a cement mixer as approved by the Engineer. Mixing mortar by
hand/shovel will not be permitted.

Unless otherwise noted herein, this work shall conform to the latest approved City of Nashua
Standard Specifications for Road Construction, City of Nashua Standard Specifications for
Sewers and Drains, and the latest approved NHDOT Standard Specifications for Road and
Bridge Construction. The most stringent specification shall apply unless otherwise directed by
the Engineer,

Cc. MEASUREMENT AND PAYMENT
Payment for the repair of existing castings shall be at the contract unit price per vertical foot.

This payment shall include all materials, labor, equipment, and all else needed to complete the
work under this item.

13

Page Image
Finance Committee - Agenda - 3/6/2019 - P356

Footer menu

  • Contact