Project #: 2025-DW02 (ITB)
Issued by: Oak Lodge Water Services
Publish Date: Jul 7, 2025 2:00PM
Bids Due Date: Jul 24, 2025 2:00PM (Pacific Daylight Time) add to calendar
Price Range: 2,000,000 - 2,200,000
Status: Open

Description

This project generally consists of replacing approximately 3350 feet of cast iron pipe with ductile iron pipe and associated fittings, valves, meters, and connections along SE Oatfield Rd, and associated side streets.



Line Items

This solicitation has the following line items for which you can submit a bid. Please review the bidding instructions in the bid documents for information on these line items:

Item No Item Unit of Measure Quantity Cost Required?
1 Mobilization LS 1.00 Cost Requested Required
2 Temporary Work Zone Traffic Control, Complete LS 1.00 Cost Requested Required
3 Erosion Control LS 1.00 Cost Requested Required
4 Construction Staking LS 1.00 Cost Requested Required
5 Removal of Curbs FOOT 345.00 Cost Requested Required
6 Removal of Sidewalks and Driveways SQFT 1669.00 Cost Requested Required
7 Removal of Surfacings SQYD 1877.00 Cost Requested Required
8 Removal of Striping SQFT 24.00 Cost Requested Required
9 Removal of Meter Boxes and Abandon Water Service In-Place EACH 52.00 Cost Requested Required
10 Abandon in Place Water Valves EACH 11.00 Cost Requested Required
11 Removal of Hydrants EACH 2.00 Cost Requested Required
12 Cap Existing Water Main EACH 16.00 Cost Requested Required
13 6-Inch Connection to 6-Inch Existing Main EACH 5.00 Cost Requested Required
14 8-Inch Connection to 8-Inch Existing Main EACH 4.00 Cost Requested Required
15 8-Inch Tapping Sleeve and 6-Inch Valve Assembly EACH 1.00 Cost Requested Required
16 Straddle Block EACH 1.00 Cost Requested Required
17 Ductile Iron Pipe, Fully Restrained, 6-Inch FOOT 253.00 Cost Requested Required
18 Ductile Iron Pipe, Fully Restrained, 8-Inch FOOT 3103.00 Cost Requested Required
19 Ductile Iron Pipe Tee, 8 x 6 Inch EACH 6.00 Cost Requested Required
20 Ductile Iron Pipe Tee, 8 Inch EACH 7.00 Cost Requested Required
21 Ductile Iron Pipe Bend, 6-Inch 11.25-Degrees EACH 1.00 Cost Requested Required
22 Ductile Iron Pipe Bend, 6-Inch 45-Degrees EACH 4.00 Cost Requested Required
23 Ductile Iron Pipe Bend, 8-Inch 11.25-Degrees EACH 12.00 Cost Requested Required
24 Ductile Iron Pipe Bend, 8-Inch 22.5-Degrees EACH 5.00 Cost Requested Required
25 Ductile Iron Pipe Bend, 8-Inch 45-Degrees EACH 8.00 Cost Requested Required
26 Resilient Wedge Gate Valve, 6-Inch EACH 6.00 Cost Requested Required
27 Resilient Wedge Gate Valve, 8-Inch EACH 24.00 Cost Requested Required
28 MJ Plug/Blind Flange on Existing Water Valve EACH 1.00 Cost Requested Required
29 Temporary Cap for Future Construction EACH 1.00 Cost Requested Required
30 Fire Hydrant Assembly EACH 4.00 Cost Requested Required
31 Hydrant Bollard EACH 2.00 Cost Requested Required
32 Water Service Connection, 1-Inch EACH 52.00 Cost Requested Required
33 Water Service Connection, 2-Inch EACH 1.00 Cost Requested Required
34 Water Service Assembly, 3/4-Inch EACH 48.00 Cost Requested Required
35 Water Service Assembly, 1-Inch EACH 4.00 Cost Requested Required
36 Water Service Assembly, 2-Inch EACH 1.00 Cost Requested Required
37 Connect Existing Service to New 3/4-Inch Meter Assembly EACH 48.00 Cost Requested Required
38 Connect Existing Service to New 1-Inch Meter Assembly EACH 4.00 Cost Requested Required
39 Connect Existing Service to New 2-Inch Meter Assembly EACH 1.00 Cost Requested Required
40 Sampling Station EACH 1.00 Cost Requested Required
41 Asphalt Pavement Sawcutting FOOT 8000.00 Cost Requested Required
42 Asphalt Concrete Pavement Restoration SQYD 1877.00 Cost Requested Required
43 Concrete Curb FOOT 264.00 Cost Requested Required
44 Concrete Curb and Gutter FOOT 81.00 Cost Requested Required
45 Concrete Driveway SQFT 87.00 Cost Requested Required
46 Concrete Sidewalk SQFT 1582.00 Cost Requested Required
47 Extra for New Curb Ramp EACH 4.00 Cost Requested Required
48 Grind and Inlay, 2-Inch SQYD 5415.00 Cost Requested Required
49 Multiple Mailbox Supports EACH 1.00 Cost Requested Required
50 Longitudinal Pavement Markings FOOT 10488.00 Cost Requested Required
51 Transverse Pavement Markings, Crosswalks and Stop Bars SQFT 339.00 Cost Requested Required
52 Pavement Legends, Bicycle Lane Stencil EACH 1.00 Cost Requested Required
53 Gravel Roadway Restoration, SE Evergreen St SQYD 410.00 Cost Requested Required
54 Traffic Signal Modification, SE Oatfield Rd and SE Park Ave LS 1.00 Cost Requested Required
A-1 Rock Excavation CUYD 100.00 Cost Requested Required
A-2 Tree Trimming LS 1.00 Cost Requested Required
A-3 Relocate Sanitary Sewer Lateral EACH 5.00 Cost Requested Required

Download Line Items as .CSV

Attachments

This project has the following solicitation documents.

Bid Document File Size Notes
22,640,342
676,570
143,369
25,979,926
358,619

You will need to:

  • Unchecked Be logged into Bid Locker
  • Unchecked Be registered with Oak Lodge Water Services

Vendor Questions and Answers

Submitted Questions About This Bid

These are vendor questions for which the agency has supplied an answer.

Questions
Why is the anticipated contract start set for October and not sooner?
Asked Jul 14, 2025 10:49AM
Answer:

The time between bid closing and October is time spent presenting to the Oak Lodge Board, completing bid documents and completing the permitting process with Clackamas County. The October date is what is expected to be the start of construction.

Is there a Geotechnical Report available for this project?
Asked Jul 15, 2025 8:35AM
Answer:

Geotechnical report (letter) has been uploaded.

The bid docs say to see Section 26 of the Public Improvement Contract for the required coverage and limits. I’m not seeing this in the documents uploaded to bid locker. Where can these limits be found?
Asked Jul 15, 2025 12:24PM
Answer:

Example contract has been uploaded to bid locker.

Your Schedule on Page 4 of 56 of the Contract Documents shows an Anticipated Contract Start Date of October 15, 2025; Anticipated Substantial Completion Date of January 30, 2026; Anticipated Final Completion of June 26, 2026; and anticipated number of days 254 calendar days. We believe the Substantial Completion Dated of January 30, 2026, to be in ERROR and should be June 26, 2026, to match the allowable number of Contract Calendar Days. Please provide clarification.
Asked Jul 15, 2025 4:45PM
Answer:

The large gap between substantial completion and final completion is because weather requirements for paving by Clackamas County. The dates are correct. 

Can you elaborate on 1.13 in the ITB documents? We want to make sure the preference/percentage is only granted in the event of a tie (ORS 279A.120 (2)(a)) and not a blanket percentage penalty to the bid as a penalty of being out of state as only the text of ORS 279A.120 (2)(b) is included in the ITB. "As required by ORS 279A.120, and solely for the purpose of determining the lowest responsive Bidder, the Owner shall add a percent increase to each out-of-state bid amount equal to the percent of preference given to local Bidder’s in the Bidder’s home state. "
Asked Jul 16, 2025 9:52AM
Answer:

Oak Lodge has included that language in our bid documents to reserve the right to add the percentage if we need to.  I see that you are from Vancouver, so that close proximty would not warrant any percentage penalty. The tie would be the only situation in which we would apply the penalty. 

We received a question about the amount of time between start of work and substantial completion, and that there is concern that this it not enough time for the pipe work. Could this January 30th date be extended?
Asked Jul 17, 2025 12:57PM
Answer:

The reason for this tight time frame is to encourage the contractor to prioritize completing the pipe work as soon as possible and to limit the impact to the public during construction. Since there isn't any language about a secondary Oak Lodge cannot apply liquidated damages until the official end of contract date of June 26, 2026.

For Questions or Additional Information, Contact:

Name: Oak Lodge Water Services
Email: procurement@olws.org

Planholders

Planholders

These are the vendors who have downloaded the solicitation documents:

Business When
B&G EXCAVATION AND PLUMBING LLC Jul 11, 2025
(sole)
Braun Construction & Design, LLC Jul 14, 2025
ConstructConnect Jul 14, 2025
Core And Main Jul 8, 2025
Dirt and Aggregate Interchange Jul 15, 2025
DJC Oregon Project Center Jul 11, 2025
Emery & Sons Construction Group, LLC Jul 14, 2025
Eugene Builders Exchange Jul 8, 2025
GRADE WERKS EXCAVATING LLC Jul 15, 2025
(prime)
Interlaken Inc. Jul 11, 2025
James W. Fowler Co. Jul 9, 2025
(prime, sole)
Kerr Contractors Oregon, LLC Jul 9, 2025
(prime)
KKLA Contractors Jul 17, 2025
(prime)
Landis & Landis Construction, LLC Jul 11, 2025
(prime)
Plan Center Northwest Jul 8, 2025
(plan center)
ROGER LANGELIERS CONSTRUCTION Jul 16, 2025
(sub)
Salem Contractors Exchange Jul 8, 2025
Seattle Daily Journal of Commerce Jul 8, 2025
(plan center)
SLE Inc. Jul 16, 2025
(prime)
The Saunders Company Jul 16, 2025
Top Grade Plumbing, LLC Jul 10, 2025
Trench Line Excavation, Inc. Jul 8, 2025
Westlake Consultants, Inc. Jul 16, 2025

Solicitation Change History

Changes to This Listing:

Change
The following bid documents were added:
Oatfield Water Line Replacement Pavement Evaluation Letter.pdf
Jul 15, 2025
The following bid documents were added:
Public Improvement Contract.pdf
Jul 15, 2025
No changes detected.
Jul 15, 2025

About Oak Lodge Water Services

Oak Lodge Water Services (OLWS) provides drinking water, wastewater, and watershed protection services to approximately 29,000 residents and businesses in Oak Grove, Jennings Lodge, and parts of Milwaukie and Gladstone.

Our system includes 208 miles of drinking water and wastewater pipes, 3,123 catch basins, and 773 fire hydrants. Additionally, we operate a wastewater treatment plant that processes over 1.5 billion gallons of wastewater each year.

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