Finance Committee

drawings during the review do not relieve the Contractor from compliance with
requirements of the Contract Documents. The Contractor is responsible for: confirming and
correlating all quantities and dimensions; selecting fabrication processes and
techniques of construction; coordinating his work with that of all other trades; and
performing his work in a safe and satisfactory manner. The review of the shop drawings is
general and shall not relieve the Contractor of the responsibility for details of design,

SECTION 01330

SUBMITTALS

1. SHOP AND WORKING DRAWINGS

A. As required by the General Conditions, Contractor shall submit a schedule of shop and working

B.

drawing submittals.

In accordance with the accepted schedule, the Contractor shall submit promptly to the
Engineer, through its authorized resident representative at the job site, or by mail, three
(3) copies each of shop or working drawings required as noted in the specifications, of
equipment, structural details and materials fabricated especially for this Contract.

C.

2.05

A.

MAINTENANCE OF TRAFFIC

Measurement:
Maintenance of traffic shall be measured as a LUMP SUM as specified herein.

Payment:
The contract price for Item 27 shall constitute full compensation for providing

2.04 MAINTENANCE AND PROTECTION OF TRAFFIC:

A.

B.

UNIFORMED POLICE OFFICERS

Measurement:

any other equipment necessary to complete the work as specified in these
Specifications and as directed by the Engineer.

H. SILT SACK COMPLETE IN PLACE
Measurement:
The quantity of silt sacks to be measured under ITEM 23 will be the actual
number of silt sacks furnished and installed measured by the EACH, complete-
in-place, as specified in these Specifications and as directed by the Engineer.

Payment:
The accepted quantity of silt sacks shall be paid for at the contract unit price

labor, tools and any other equipment necessary to complete the work as
specified in these Specifications and as directed by the Engineer.

H. 2-INCH BITUMINOUS SIDEWALK REPAIR INCLUDING CRUSHED
GRAVEL BASE
Measurement:
The quantity to be measured under ITEM 20, 2-Inch Bituminous Sidewalk
Repair, shall be measured by the SQUARE YARD in accordance with the
Contract Drawings, directions from the Engineer, and as specified herein.

Payment:

Payment:
The approved quantity of sawed bituminous pavement shall be paid for at the

contract unit price for ITEM 16 and shall be full compensation for saw cutting
bituminous pavement of any depth, including all labor, tools and any other
equipment necessary to complete the work as specified in these Specifications
and as directed by the Engineer.

compensation for reclamation of the existing pavement after all sewer and
other utility work has been completed, including lowering casting before
reclamation, raising casting to finish grade after reclamation, fine grading for
pavement, and all labor, tools and any other equipment necessary to complete
the work as specified in these Specifications and as directed by the Engineer.

testing, and all work incidental thereto and not specifically included for
payment under other items.

K. FLOWABLE FILL FOR PIPE ABANDONED IN PLACE COMPLETE IN PLACE
Measurement:
The quantity of flowable fill for pipe abandoned in place under ITEM 11 will
be measured by the CUBIC YARD based on delivery slips provided on the job
site (minus volume not used) as approved by the Engineer.

Payment:
The accepted quantity of flowable fill for pipe abandoned in place shall be

Payment:
The accepted quantity of sewer line connections to existing manholes shall be

paid for at the contract unit price under ITEM 8, and shall be full compensation
for modifications to the pipe to manhole joint to form a watertight connection,
by-pass pumping, decanting and disposal of debris at the City landfill and all
labor, tools and any other equipment necessary to complete the work as
specified in these Specifications and as directed by the Engineer.