Agenda

complete in place as indicated on the drawings and/or as specified including all
work incidental thereto and not specifically included for payment under other
items, all as specified in these Specifications and as directed by the Engineer.

Note:

1. The length of the repair shall be assumed to be 10 linear feet or less. If in the
opinion of the Engineer the repair requires more than 10 linear feet of new
pipe repair, a change order will be negotiated with the Contractor.

means for cleaning of the pipe to attempt to remove obstructions and root
cutting which shall be incidental to this item of work. If the line cannot be
videoed due to an obstruction, the Contractor shall attempt to video the line
from the opposing direction. All pre-lining videos shall be submitted to the
Engineer, shall be accompanied by a written report and shall clearly document the
condition of the main and all service connections.

C. POST-LINING VIDEO:
Measurement:

M.

required by a change order.

All prices shall include transportation and disposal of excess materials at the City
landfill as applicable.

Unit and lump sum prices shall reflect salvage value of all pipe materials and
appurtenances removed as part of the work.

All prices shall include costs related to filing and obtaining applicable permits from
local and state agencies.

PART 2 - DESCRIPTION OF PAY ITEMS

2.01 SEWER LINING AND VIDEO COMPLETE IN PLACE

A.

B.

CIPP LINING:

Measurement:

SECTION 01150

MEASUREMENT AND PAYMENT

PART 1 — GENERAL

1.1

A.

J.

SUMMARY

Under the price specified to be paid for each item, the Contractor shall furnish all
labor, materials, equipment, plant, and perform all operations to complete all work as
indicated and specified. All supervision, overhead items, bond and permit costs,
protection and precautions and all other costs, incidental to the construction work,
complete, and as specified, are also included.

11.

12.

Existing Utility Locations - Contractor's Responsibility

A. The location of existing underground services and utilities shown on the drawings is

based on available records. It is not warranted that all existing utilities and services are
shown, nor that shown locations are correct. The Contractor shall be responsible for
having the utility companies locate their respective utilities on the ground prior to
excavating.

B. All existing drainage facilities including, but not limited to: brooks, streams, canals,
channels, ditches, culverts, catch basins and drainage piping shall be adequately
safeguarded so as not to impede drainage or to cause siltation of downstream areas in
any manner whatsoever. If the Contractor damages or impairs any of the aforesaid
drainage facilities, he shall repair the same within the same day.

C. At the conclusion of the work, the Contractor shall remove all silt in drainage
structures caused by his operations.

F. Nothing contained herein shall be construed as relieving the Contractor of any of his
responsibilities for protection of persons and property under the terms of the
Contract.

G. Should it be determined by the Engineer that uniformed officers are not required;
flaggers will be provided to maintain traffic flow.

5. Care and Protection of Property

expense, provide suitable and safe means for completely covering all open
excavations and for accommodating travel when work is not in progress.

B. Bridges provided for access to private property during construction shall be removed
when no longer required.

C. If/where applicable, the length of open trench will be controlled by the particular
surrounding conditions but shall always be confined to the limits prescribed by the
Engineer.

SECTION 01110

CONTROL OF WORK AND MATERIALS

General

Hauling, Handling and Storage of Materials

Open Excavations

Maintenance of Traffic

Care and Protection of Property

Protection and Relocation of Existing Structures and Utilities
Maintenance of Flow

Rejected Materials and Defective Work

Sanitary Regulations

10. Site Investigation

11. Existing Utility Locations — Contractor’s Responsibility
12. Cutting, Fitting and Patching

OPN DARYWN

1. General ‘

Section Number

01

02

01110
01150
01330
01331

02085
02252
02300
02441

02451
02530
02631
02650
02651
02745
02800

TABLE OF CONTENTS

Description

GENERAL REQUIREMENTS

Control of Work and Materials
Measurement and Payment

Submittals
Documentation

SITE WORK

Polyvinyl Chloride Gravity Pipe and Fittings

Support of Excavation
Earthwork

Cleaning, Root Cutting, and Television (CCTV)

Inspection of Pipelines