KANSAS TURNPIKE AUTHORITY

PROPOSAL FOR

ULTRATHIN BONDED ASPHALT OVERLAY

MILEPOST 13.0 TO MILEPOST 27.0

KTA CONTRACT NO. 5182

ADDENDUM NO. 1

The Contract Documents for KTA Contract No. 5182, Ultrathin Bonded Asphalt Overlay from KTA Milepost 96.3 to KTA Milepost 112.3 are amended in the following particulars only, all other terms and conditions remaining unchanged:

SPECIFICATIONS:

DELETE: “SPECIAL INSTRUCTIONS & INFORMATION, KTA CONTRACT NO. 5182”, Page 12.

ADD: “SPECIAL INSTRUCTIONS & INFORMATION, KTA CONTRACT NO. 5182, REVISED”, Rev. 11/09, enclosed herewith.

This Addendum is hereby made part of the Contract Documents to the same extent as if contained in the original Contract Documents.

Each bidder shall acknowledge receipt of this Addendum in the space provided below and shall include this Addendum as part of the Proposal.

ADDENDUM NO. 1 RECEIVED BY:

___________________________________

Authorized Signature / Title

___________________________________

Company Name

11/30/09

KANSAS TURNPIKE AUTHORITY

SPECIAL PROVISION

TO THE

STANDARD SPECIFICATIONS

EDITION OF 2007

SPECIAL INSTRUCTIONS & INFORMATION

KTA CONTRACT NO. 5182

NOTE: Whenever this Special Provision conflicts with the Plans, Supplemental Specifications, or Standard Specifications, this Special Provision shall govern.

1.0 DESCRIPTION:

The work under this contract will include 5/8 inch ultrathin bonded asphalt overlay from Milepost 96.3 to 112.3.

There shall be no profilograph requirement on this project.

Any milled material shall remain the property of this KTA.

The Contractor shall apply SS-1H tack oil on the milled median shoulder prior to asphalt placement. Shoulder work shall be done in a manner so there is no tracking of tack onto the new roadway surfaces.

2.0 TRAFFIC CONTROL:

Each operation of work, roadway planing, asphalt, and pavement markings, shall have its own separate traffic control. This means each operation will have separate arrow boards, signs, and barrels.

The Contractor will be allowed no more than five (5) miles of construction zone requiring a lane closure in any one direction of travel. In no case shall a lane be closed in one direction for more than five (5) miles.

If the Contractor has no activity in a work zone for a period exceeding one (1) day, the Engineer may require removal of non-essential traffic control devices in the interest of keeping as much of the roadway open as possible.

Rev. 11/30/09

KTA Contract #5182

Page 12 of 50

Addendum No. 1