Martinazzi Sewer Trunk Upsizing - Priorities 3 & 4

Description

City of Tualatin is accepting bids for Martinazzi Sewer Trunk Upsizing - Priorities 3 & 4, until 2:00 pm (local time), May 28, 2026, via the City’s bid management portal at https://bidlocker.us/a/tualatinoregon (“Bid Portal”), where Contract Documents may be reviewed. Specifications may also be reviewed at City Offices, located at 18880 SW Martinazzi Ave., Tualatin, OR 97062.

Bids must be submitted electronically through the Bid Portal; bids submitted by any other means will not be accepted. Richard Contreras, Procurement & Contracts Administrator, is the designated contact for this solicitation and can be reached at rcontreras@tualatin.gov or (503) 691-3080.

The City will host a virtual public bid opening at 2:10 pm (local time), May 28, 2026. Please see the Bid Portal for access instructions. A list of bidders and preliminary bid totals will be posted to the Bid Portal promptly after the virtual bid opening.

First-Tier Subcontractor Disclosure must be submitted via the Bid Portal no later than 4:00 pm (local time), May 28, 2026, two working hours after the Bid Closing.

IDENTIFICATION OF PROJECT: Major items of work include upsizing and replacement of an existing sewer trunk line, trench excavation and shoring, utility adjustments, pavement and surface restoration, traffic control, and related work.

PREQUALIFICATION REQUIREMENT: To submit a bid as a prime contractor, bidders must be prequalified by the Oregon Department of Transportation (ODOT) in the Earthwork and Drainage (EART) category no later than May 11, 2026. Additionally, any firm performing work involving Positively Restrained Shoring Systems (PRSS) must be approved by the City by submitting a Statement of Qualifications no later than 2:00 pm on May 11, 2026. Refer to Section 00120.00 of the Contract Documents for complete requirements and deadlines.

This is a contract for a public work, subject to ORS 279C.800 to 279C.870 and prevailing wage is required. Contractor must comply fully with the provisions of ORS 279C.800 through 279C.870. Contractor and subcontractors shall pay the Oregon Bureau of Labor and Industries (BOLI) wages to workers. Wage rates may be found at the following website:

https://www.oregon.gov/boli/employers/Pages/prevailing-wage-rates.aspx

Published in the Daily Journal of Commerce on May 1, 2026. 

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?
TEMPORARY FEATURES AND APPURTENANCES
1	MOBILIZATION	LS	1.00
2	TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE	LS	1.00
3	EROSION CONTROL	LS	1.00
4	BAR REMOVAL	SF	185.00
5	POLLUTION CONTROL PLAN	LS	1.00
ROADWORK
6	CONSTRUCTION SURVEY WORK	LS	1.00
7	REMOVAL OF STRUCTURES AND OBSTRUCTIONS	LS	1.00
DRAINAGE AND SEWERS
8	TRENCH FOUNDATION STABILIZATION	CY	50.00
9	BOULDER EXCAVATION	CY	5.00
10	ROCK EXCAVATION	CY	5.00
11	PRSS (GREATER THAN 12 FEET IN DEPTH)	LF	2872.00
12	PRSS (12 FEET OR LESS IN DEPTH)	LF	518.00
13	VIBRATION MONITORING	LS	1.00
14	MAINLINE VIDEO INSPECTION, POST-CONSTRUCTION	LF	3370.00
15	SERVICE LINE LATERAL VIDEO INSPECTION, POST-CONSTRUCTION	EA	42.00
16	12-INCH STORM DRAIN PIPE	LF	82.00
17	18-INCH STORM DRAIN PIPE	LF	5.00
18	24-INCH STORM DRAIN PIPE	LF	8.00
19	15-INCH PVC D3034, SDR 35, 10 TO 15-FEET DEEP	LF	137.00
20	15-INCH PVC D3034, SDR 26, 10 TO 15-FEET DEEP	LF	271.00
21	15-INCH PVC D3034, SDR 26, 15 TO 20-FEET DEEP	LF	681.00
22	18-INCH PVC D3034, PS46, 10 TO 15-FEET DEEP	LF	915.00
23	18-INCH PVC D3034, PS115, 10 TO 15-FEET DEEP	LF	475.00
24	18-INCH PVC D3034, PS115, 15 TO 20-FEET DEEP	LF	532.00
25	18-INCH PVC D3034, PS115, 20 TO 30-FEET DEEP	LF	359.00
26	SERVICE LATERAL CONNECTION	EA	42.00
27	CONCRETE MANHOLES, 48-INCH, 10 TO 15-FEET DEEP	EA	9.00
28	CONCRETE MANHOLES, 48-INCH, 15 TO 20-FEET DEEP	EA	7.00
29	CONCRETE MANHOLES, 48-INCH, 20 TO 25-FEET DEEP	EA	1.00
30A	CONCRETE MANHOLE, 60-INCH, 10 TO 15-FEET DEEP	EA	1.00
30B	CONCRETE MANHOLE, 60-INCH, 20 TO 25-FEET DEEP	EA	1.00
31	INSIDE DROP MANHOLE CONNECTION, SEWER	EA	13.00
32	EXTRA FOR MANHOLES OVER EXISTING SEWERS	EA	1.00
33	CONNECTION TO EXISTING STRUCTURES	EA	3.00
34	FILLING OF ABANDONED STRUCTURES	EA	1.00
35	SANITARY SEWER BYPASS PUMPING	LS	1.00
36	TRENCH RESURFACING, TEMPORARY ACP, 3 INCH DEPTH	SY	2300.00
37	TRENCH RESURFACING, PERMANENT ACP, 6 INCH DEPTH	SY	3000.00
WEARING SURFACES
38	SLURRY SEAL	SY	13900.00
39	CONCRETE CURBS, CURB & GUTTER	LF	50.00
40	CONCRETE DRIVEWAYS	SF	20.00
41	CONCRETE WALKS	SF	400.00
42	EXTRA FOR NEW RAMPS	EA	1.00
43	TRUNCATED DOMES ON NEW SURFACES, CURB RAMP	SF	10.00
PERMANENT TRAFFIC CONTROL AND GUIDANCE DEVICES
44	PAVEMENT BAR, TYPE AB	SF	240.00
WATER SUPPLY SYSTEMS
45	6-INCH DUCTILE IRON PIPE WITH CLASS B BACKFILL	LF	19.00
46	8-INCH DUCTILE IRON PIPE WITH CLASS B BACKFILL	LF	8.00
47	10-INCH DUCTILE IRON PIPE WITH CLASS B BACKFILL	LF	5.00
48	DUCTILE IRON PIPE COUPLING, 6-INCH	EA	6.00
49	DUCTILE IRON PIPE COUPLING, 8-INCH	EA	2.00
50	DUCTILE IRON PIPE COUPLING, 10-INCH	EA	2.00
51	6-INCH HYDRA-STOP INSTA-VALVE 250	EA	2.00
52	8-INCH HYDRA-STOP INSTA-VALVE 250	EA	1.00
53	10-INCH HYDRA-STOP INSTA-VALVE 250	EA	1.00
54	1-INCH TYPE "K" SOFT COPPER TUBE WATER SERVICE LINE	LF	400.00
55	RECONNECTING EXISTING WATER SERVICE LINES, 1-INCH	EA	14.00

Download Line Items as .CSV

Attachments

This project has the following solicitation documents.

For Questions or Additional Information, Contact:

Name: City of Tualatin Procurement
Email: rcontreras@tualatin.gov