Board Of Aldermen

NOTE: Connecting existing sewer line or drain lateral to new sewer
manhole or catch basin will be paid separately under Items 6I.

H. SEWER MANHOLE INTERNAL DROP ASSEMBLY
Measurement:
The quantity to be measured under ITEM 6D will be the actual number of PVC
internal drop assemblies constructed by the VERTICAL FOOT, complete-in-
place, as specified in these Specifications and as directed by the Engineer.

Payment:
The accepted quantity of internal drop assemblies constructed shall be paid for

F. REPLACE OR CONSTRUCT SEWER MANHOLE (4-FOOT & 5-FOOT DIA.)
Measurement:
The quantity to be measured under the various subdivisions of ITEM 6 (A and
B) for replacing or constructing new sewer manholes will be measured by the
VERTICAL FOOT as measured from the lowest invert to the top of the
manhole casting, complete-in-place, as specified in these Specifications and as
directed by the Engineer.

Payment:
The accepted quantity of sewer manholes new or replaced shall be paid for

Payment:
The accepted quantity of asbestos sewer, asbestos drain or asbestos sewer

B.

C.

POINT REPAIR OF EXISTING SEWER AND DRAINS

Measurement:

The quantity to be measured under the various subdivisions of ITEM 2 (A thru
D) will be the actual number of point repairs measured by the EACH,
complete-in-place, as specified in these Specifications and as directed by the
Engineer. The depth for pay items shall be measured from the existing grade to
the sewer pipe invert.

Payment:
The accepted quantity of point repair items shall be paid for at the contract unit

J. Unit prices listed shall be the basis of cost adjustment for additional items of work
required by a change order.

All prices shall include transportation and disposal of excess materials at the City

landfill as applicable.

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

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

PART 2 - DESCRIPTION OF PAY ITEMS

2.01

A.

SECTION 01150

MEASUREMENT AND PAYMENT

PART 1— GENERAL

1.1

A.

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. 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.