Project Information

Bid Title

Parrott Creek Culvert Replacements - Project No. 25PW15 Addendum No. 1

Issuing Agency

City of Roseburg

Location

Oregon

Published Date

Apr 9, 2026

Closing Date

Apr 14, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Parrott Creek Culvert Replacements - Project No. 25PW15 Specification Documents Drawings Geotechnicial Design Report Parrot Creek Culvert Replacements Roseburg Oregon Bid Opening Date: Tuesday, April 14, 2026 Bid Opening Time: 2:00 p.m. Bid Opening Location: Roseburg City Hall, 3rd Floor Conference Room and Electronically via Zoom - instructions to join the Zoom meeting will be posted April 13, 2026 Competitive Range: $1,550,000 - $1,850,000 Addendum No. 1 - Posted April 9, 2026 Plan Sheets - Posted April 9, 2026

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PARROTT CREEK CULVERT REPLACEMENT ADDENDUM #01

Project: Parrott Creek Culvert

Replacement

Owner: City of Roseburg

Prepared by: Erik Ranger

i.e. Engineering, Inc

809 SE Pine St.

Roseburg, OR 97470

Response date: 04.09.2026

___________________________________________________________________________

1.0 NOTICE TO ALL BIDDERS AND PLAN\HOLDERS

The Contract Documents for the above-referenced Project are modified as set forth in this

Addendum. The original Contract Documents and any previously issued addenda remain in full

force and effect, except as modified by this Addendum, which is hereby made part of the

Contract Documents. Bidder shall take this Addendum into consideration when preparing and

submitting a bid, and shall acknowledge receipt of this Addendum in the space provided on the

Bid Form

2.0 BID SUBMITTAL DEADLINE

The bid submittal deadline remains the same and is not changed by this Addendum

3.0 PROJECT BID BOOKLET

There are no changes to the project bid tabs.

4.0 PROJECT SPECIAL PROVISIONS

The following changes shall be mode to the special provisions:

01010.03 Submittals - Furnish Water Quality Structures from the QPL or an approved equal

according to 00160.05.

Delete Table 0101-1 and replace with the following:

Provide the following Water Quality Structures as indicated in Table 01010-1:

Table 01010-1

Drainage Facility Stormwater Control Facility Manufacturer’s Model

Identification

Treatment Category

Description

Eddy Street 1

Catch basin with filter

cartridges

Contech – Stormfilter

Catchbasin with two,

27” ZPG filters

Drainage Facility Stormwater Control Facility Manufacturer’s Model

Identification

Treatment Category

Description

Eddy Street 2

Catch basin with filter

cartridges

Contech – Stormfilter

Catchbasin with two,

27” ZPG filters

Kane Street

Catch basin with filter

cartridges

Contech – Stormfilter

Catchbasin with two,

27” ZPG filters

Giles Street

Catch basin with filter

cartridges

Contech – Stormfilter

Catchbasin with two,

27” ZPG filters

Ichabod Street

Catch basin with filter

cartridges

Contech – Stormfilter

Catchbasin with two,

27” ZPG filters

5.0 PROJECT PLAN SHEETS

On Project plan sheet C8, Note 11 has been modified to require the Contractor to coordinate

with Avista gas for temporary relocation of the existing gas line.

On Project plan sheets C12 and C16, catch inverts have been modified.

6.0 CLARIFICATIONS

The following are provided as a matter of information to clarify issues raised or questions about

the Contract Documents. To the extent that changes to the Contract Documents are required

based on the questions received, the Contract Documents have been modified as noted above

in the Project Bid Booklet and Project Plans sections of this Addendum.

1. There are no restrained joints required for waterline.

2. ADS-N12 storm sewer pipe is acceptable.

3. Federal funding is anticipated for reimbursement for some of the project through FEMA.

Domestic materials are required under the Build America / Buy America Act (BABAA).

4. The Contractor shall coordinate with Avista for temporary removal. Avista will cap the

gas line and cut and remove existing gas line in the construction area. contractor to then

coordinate with Avista so that the gas line is reinstalled during the time the Contractor is

backfill after culvert installation.

END OF ADDENDUM

Enc.: Plan Sheets C8, C12, and C16

Erik D Ranger

2026.04.09 13:27:47-07'00'

Parrot Creek Culvert Replacement

Addendum 01

i.e. Engineering, Inc.

i.e. Job # 0149-232

12/31/2026

Page 2 of 2

04.09.2026

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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