CG Lincoln Middle School Path

Location:	Oregon
Posted:	Jun 12, 2026
Due:	Jun 22, 2026
Agency:	Cottage Grove city
Type of Government:	State & Local
Category:	U - Education and Training Services Y - Construction of Structures and Facilities
Solicitation No:	24-001D
Publication URL:	To access bid details, please log in.

Bid Number:	24-001D
Bid Title:	CG Lincoln Middle School Path
Category:	Professional Services
Status:	Open
Additional Status Information:	INTENT TO AWARD
Bid Recipient:	City Engineer, Damien Gilbert, PE, 310 5th Street, Springfield, Oregon 97477

Description:

INTENT TO AWARD 06/22/2026 AT 7:00 PMCOTTAGE GROVE CITY COUNCIL400 E MAIN STREET

SEE ATTACHED DOCUMENTS AT THE BOTTOM OF THE PAGE

NEW ADDENDUM POSTED 8:30 AM 06/08/2026

ADVERTISEMENT FOR BIDS

LINCOLN MIDDLE SCHOOL PATH PHASE I

NOTICE IS HEREBY GIVEN THAT Sealed bids for the Lincoln Middle School Path Phase I Project, City of Cottage Grove, Oregon, shall be addressed to the City Engineer, Damien Gilbert, PE, 310 5th Street, Springfield, Oregon 97477 and will be received at 310 5th Street, Springfield, Oregon 97477. Acceptance of bids will be officially closed at 2:00 pm Pacific Time, June 11th, 2026, and immediately thereafter the bids will be publicly opened and read at Branch Engineering. The bid proposal shall be submitted under sealed cover and marked with the Contractor’s name and project name. Bid proposals received after the date and time fixed for opening will not be considered. No electronic or facsimile submittals will be accepted.

The project involves the construction of a fire apparatus access road turnaround, and a new shared use path along the Coast Fork River, connecting Lincoln Middle School to East Hayes Avenue. The work involves excavation, trenching, compaction, paving, extension of storm drain pipes, removal of trees, and site restoration.

The Project Manual including; Plans, Specifications, Agreement, and Bid Forms, are available at the City of Cottage Grove’s website https://www.cottagegroveor.gov/ where they can be viewed and printed. Any Addenda will also be posted on the City of Cottage Grove’s website https://www.cottagegroveor.gov/. All prospective bidders must be added to the Plan Holders List by sending an e-mail with company contact information to For security reasons, you must enable JavaScript to view this E-mail address. with the project title in the subject line. Prospective bidders must be on the Plan Holders List for their bid to be considered. Bidders are responsible for checking the website for addenda and changes prior to submitting bid, however notification of Addenda issuance will be issued via e-mail to the addresses listed on the Plan Holders List. No hard copy of the bid documents will be available.

Bidders must be pre-qualified with Branch Engineering in accordance with Oregon Revised Statutes (ORS) Chapter 279C.430 by submitting a completed Oregon Department of Transportation form on or before 5:00 p.m., Monday, June 8th, 2026. Bidders and/or subcontractors must be prequalified in street repair construction to complete the project. Pre qualification forms are available at 310 5th Street, Springfield, Oregon 97477 or the Oregon Department of Transportation website. You may pre-qualify with the Oregon Department of Transportation at 121 Transportation Building, Salem, Oregon 97310.

Notice is hereby given that this contract is for a Public Work, subject to ORS 279C.800 to 279C.870.

All bids must be sealed and plainly marked on the outside showing the name of the bidder: the project name: the date and time of bid opening: the words "sealed bid": and addressed to Damien Gilbert, PE, City Engineer, 310 5th Street, Springfield, Oregon 97477. There is no pre-bid meeting scheduled for this project.

Published Date: May 22nd, 2026

CITY OF COTTAGE GROVE COTTAGE GROVE, OREGON

Publication Date/Time:

5/22/2026 11:00 AM

Publication Information:

DJC

Closing Date/Time:

6/22/2026 2:00 PM

Submittal Information:

310 5th Street, Springfield, Oregon 97477

Bid Opening Information:

6/11/2026 at 2:00pm

Addendum Date/Time:

06/08/2026

Pre-bid Meeting:

TBD

Contact Person:

Damien Gilbert, PE
City Engineer
310 5th Street
Springfield, Oregon 97477

Download Available:

Yes

Fee:

Plan & Spec Available:

Business Hours:

M-F 9am- 5pm

Fax Number:

No electronic or facsimile

Plan Holders List:

Qualifications:

Special Requirements:

All prospective bidders must be added to the Plan Holders List by sending an e-mail with company contact information to bids@branchengineering.com with the project title in the subject line. Prospective bidders must be on the Plan Holders List for their bid to be considered. Bidders are responsible for checking the website for addenda and changes prior to submitting bid, however notification of Addenda issuance will be issued via e-mail to the addresses listed on the Plan Holders List. No hard copy of the bid documents will be available. Bidders must be pre-qualified with Branch Engineering in accordance with Oregon Revised Statutes (ORS) Chapter 279C.430 by submitting a completed Oregon Department of Transportation form on or before 5:00 p.m., Monday, June 8th, 2026. Bidders and/or subcontractors must be prequalified in street repair construction to complete the project. Pre qualification forms are available at 310 5th Street, Springfield, Oregon 97477 or the Oregon Department of Transportation website. You may pre-qualify with the Oregon Department of Transportation at 121 Transportation Building, Salem, Oregon 97310. Notice is hereby given that this contract is for a Public Work, subject to ORS 279C.800 to 279C.870.

Miscellaneous:

Addendum #1 published on 06/08/2026

Attachment Preview

				#1		#2		#3		#4		#5
				PACIFIC EXCAVATION INC.		BABB CONSTRUCTION CO. DBA DELTA CONSTRUCTION CO.		WILDISH CONSTRUCTION CO.		BROWN CONTRACTING		H &J CONSTRUCTION INC.
ITEM No.	ITEM DESCRIPTION	QYT	UNIT	UNIT COST	EXT. PRICE	UNIT COST	EXT. PRICE	UNIT COST	EXT. PRICE	UNIT COST	EXT. PRICE	UNIT COST	EXT. PRICE
1	Mobilization, Bonds, And Insurance	1	Lump	$ 36,000.00	$ 36,000.00	$ 32,355.00	$ 32,355.00	$ 55,000.00	$ 55,000.00	$ 69,000.00	$ 69,000.00	$ 67,606.00	$ 67,606.00
2	Temporary Work Zone Traffic Control, Complete	1	Lump Sum	$ 2,890.00	$ 2,890.00	$ 1,798.00	$ 1,798.00	$ 2,000.00	$ 2,000.00	$ 10,000.00	$ 10,000.00	$ 682.50	$ 682.50
3	Erosion Control	1	Lump	$ 12,500.00	$ 12,500.00	$ 3,441.00	$ 3,441.00	$ 8,000.00	$ 8,000.00	$ 10,000.00	$ 10,000.00	$ 2,143.50	$ 2,143.50
4	Construction Survey Work, Complete	1	Lump Sum	$ 9,690.00	$ 9,690.00	$ 12,280.00	$ 12,280.00	$ 8,500.00	$ 8,500.00	$ 19,000.00	$ 19,000.00	$ 14,097.50	$ 14,097.50
5	Saw Cutting (Includes second cut)	30	Lineal	$ 25.00	$ 750.00	$ 10.00	$ 300.00	$ 20.00	$ 600.00	$ 20.00	$ 600.00	$ 3.50	$ 105.00
6	Clearing and Grubbing	1	Lump Sum	$ 26,000.00	$ 26,000.00	$ 66,948.00	$ 66,948.00	$ 55,000.00	$ 55,000.00	$ 46,000.00	$ 46,000.00	$ 114,706.25	$ 114,706.25
7	General Excavation	1,243	Cubic Yard	$ 43.00	$ 53,449.00	$ 36.00	$ 44,748.00	$ 60.00	$ 74,580.00	$ 105.00	$ 130,515.00	$ 100.75	$ 125,232.25
8	Subgrade Stabilization as Directed by Engineer	100	Cubic Yard	$ 90.00	$ 9,000.00	$ 90.00	$ 9,000.00	$ 100.00	$ 10,000.00	$ 150.00	$ 15,000.00	$ 84.50	$ 8,450.00
9	Subgrade Geotextile	880	Square Yard	$ 1.50	$ 1,320.00	$ 2.00	$ 1,760.00	$ 1.00	$ 880.00	$ 4.00	$ 3,520.00	$ 1.75	$ 1,540.00
10	Loose Riprap, Class 200	2	Cubic Yard	$ 565.00	$ 1,130.00	$ 892.00	$ 1,784.00	$ 400.00	$ 800.00	$ 675.00	$ 1,350.00	$ 206.00	$ 412.00
11	18-Inch Storm Sewer Pipe, HDPE Corrugated Pipe, Class B Backfill	6	Lineal	$ 275.00	$ 1,650.00	$ 137.00	$ 822.00	$ 300.00	$ 1,800.00	$ 300.00	$ 1,800.00	$ 139.25	$ 835.50
12	48-Inch Storm Sewer Pipe, HDPE, Class B Backfill	14	Lineal Feet	$ 258.00	$ 3,612.00	$ 266.00	$ 3,724.00	$ 450.00	$ 6,300.00	$ 400.00	$ 5,600.00	$ 196.75	$ 2,754.50
13	Minor Adjustment of Manhole	1	Each	$ 250.00	$ 250.00	$ 1,087.00	$ 1,087.00	$ 700.00	$ 700.00	$ 800.00	$ 800.00	$ 161.25	$ 161.25
14	Connect to Existing Culvert	2	Each	$ 460.00	$ 920.00	$ 5,060.00	$ 10,120.00	$ 1,500.00	$ 3,000.00	$ 3,800.00	$ 7,600.00	$ 449.50	$ 899.00
15	Gravel Shoulder, Aggregate Base, 1"-0" Crushed Rock, 6 Inches Thick	758	Square Yard	$ 25.00	$ 18,950.00	$ 22.00	$ 16,676.00	$ 18.00	$ 13,644.00	$ 65.00	$ 49,270.00	$ 20.75	$ 15,728.50
16	Gravel Access, Aggregate Base, 1"-0" Crushed Rock, 12 Inches Thick	142	Square Yard	$ 32.00	$ 4,544.00	$ 30.00	$ 4,260.00	$ 40.00	$ 5,680.00	$ 40.00	$ 5,680.00	$ 52.75	$ 7,490.50
17	Level 2, 1/2" Dense HMAC, 4-Inches Thick	379	Square Yard	$ 78.00	$ 29,562.00	$ 69.00	$ 26,151.00	$ 80.00	$ 30,320.00	$ 72.00	$ 27,288.00	$ 74.25	$ 28,140.75
18	Extra for Asphalt Approaches	-	-	$ -	-		-		-	$ 1,000.00	$ 1,000.00	-	-
19	Shared-Use path, Concrete walks, 6-Inch Thick	19,758	Square Foot	$ 10.00	$ 197,580.00	$ 11.00	$ 217,338.00	$ 12.50	$ 246,975.00	$ 13.00	$ 256,854.00	$ 15.75	$ 311,188.50
20	Concrete Curb, Straight/Standard Curb, "H"=16"	128	Lineal Feet	$ 50.00	$ 6,400.00	$ 49.00	$ 6,272.00	$ 30.00	$ 3,840.00	$ 72.00	$ 9,216.00	$ 67.00	$ 8,576.00
21	Removable Bollards	1	Each	$ 1,800.00	$ 1,800.00	$ 1,301.00	$ 1,301.00	$ 1,500.00	$ 1,500.00	$ 2,400.00	$ 2,400.00	$ 893.75	$ 893.75
22	Sign Support Footings, Complete	1	Lump Sum	$ 9,230.00	$ 9,230.00	$ 6,200.00	$ 6,200.00	$ 6,200.00	$ 6,200.00	$ 6,000.00	$ 6,000.00	$ 5,930.25	$ 5,930.25
23	Site Restoration, Permanent Seeding, and Topsoil, Complete	1	Each	$ 7,200.00	$ 7,200.00	$ 3,277.00	$ 3,277.00	$ 5,000.00	$ 5,000.00	$ 10,000.00	$ 10,000.00	$ 15,974.25	$ 15,974.25
24	Removing 6'-High Chain Link Fence	8	Lineal Feet	$ 190.00	$ 1,520.00	$ 104.00	$ 832.00	$ 50.00	$ 400.00	$ 65.00	$ 520.00	$ 21.25	$ 170.00
25	Rebuild 6'-High Chain Link Fence	5	Lineal Feet	$ 340.00	$ 1,700.00	$ 400.00	$ 2,000.00	$ 250.00	$ 1,250.00	$ 350.00	$ 1,750.00	$ 103.50	$ 517.50
Bid Total				$ 437,647.00		$ 474,474.00		$ 541,969.00		$ 690,763.00		$ 734,235.25

City of Cottage Grove
PROJECT 24-001D LINCOLN MIDDLE SCHOOL PATH - PHASE I
Bids Received 06/11/2026
#1 #2 #3 #4 #5
BABB CONSTRUCTION CO.
PACIFIC EXCAVATION INC. DBA DELTA CONSTRUCTION WILDISH CONSTRUCTION CO. BROWN CONTRACTING H &J CONSTRUCTION INC.
CO.
ITEM
ITEM DESCRIPTION QYT UNIT UNIT COST EXT. PRICE UNIT COST EXT. PRICE UNIT COST EXT. PRICE UNIT COST EXT. PRICE UNIT COST EXT. PRICE
No.
1 Mobilization, Bonds, And Insurance 1 Lump $ 36,000.00 $ 36,000.00 $ 32,355.00 $ 32,355.00 $ 55,000.00 $ 55,000.00 $ 69,000.00 $ 69,000.00 $ 67,606.00 $ 67,606.00
Lump
2 Temporary Work Zone Traffic Control, Complete 1 $ 2,890.00 $ 2,890.00 $ 1,798.00 $ 1,798.00 $ 2,000.00 $ 2,000.00 $ 10,000.00 $ 10,000.00 $ 682.50 $ 682.50
Sum
3 Erosion Control 1 Lump $ 12,500.00 $ 12,500.00 $ 3,441.00 $ 3,441.00 $ 8,000.00 $ 8,000.00 $ 10,000.00 $ 10,000.00 $ 2,143.50 $ 2,143.50
Lump
4 Construction Survey Work, Complete 1 $ 9,690.00 $ 9,690.00 $ 12,280.00 $ 12,280.00 $ 8,500.00 $ 8,500.00 $ 19,000.00 $ 19,000.00 $ 14,097.50 $ 14,097.50
Sum
5 Saw Cutting (Includes second cut) 30 Lineal $ 25.00 $ 750.00 $ 10.00 $ 300.00 $ 20.00 $ 600.00 $ 20.00 $ 600.00 $ 3.50 $ 105.00
Lump
6 Clearing and Grubbing 1 $ 26,000.00 $ 26,000.00 $ 66,948.00 $ 66,948.00 $ 55,000.00 $ 55,000.00 $ 46,000.00 $ 46,000.00 $ 114,706.25 $ 114,706.25
Sum
Cubic
7 General Excavation 1,243 $ 43.00 $ 53,449.00 $ 36.00 $ 44,748.00 $ 60.00 $ 74,580.00 $ 105.00 $ 130,515.00 $ 100.75 $ 125,232.25
Yard
Cubic
8 Subgrade Stabilization as Directed by Engineer 100 $ 90.00 $ 9,000.00 $ 90.00 $ 9,000.00 $ 100.00 $ 10,000.00 $ 150.00 $ 15,000.00 $ 84.50 $ 8,450.00
Yard
Square
9 Subgrade Geotextile 880 $ 1.50 $ 1,320.00 $ 2.00 $ 1,760.00 $ 1.00 $ 880.00 $ 4.00 $ 3,520.00 $ 1.75 $ 1,540.00
Yard
Cubic
10 Loose Riprap, Class 200 2 $ 565.00 $ 1,130.00 $ 892.00 $ 1,784.00 $ 400.00 $ 800.00 $ 675.00 $ 1,350.00 $ 206.00 $ 412.00
Yard
11 18-Inch Storm Sewer Pipe, HDPE Corrugated Pipe, Class B Backfill 6 Lineal $ 275.00 $ 1,650.00 $ 137.00 $ 822.00 $ 300.00 $ 1,800.00 $ 300.00 $ 1,800.00 $ 139.25 $ 835.50
Lineal
12 48-Inch Storm Sewer Pipe, HDPE, Class B Backfill 14 $ 258.00 $ 3,612.00 $ 266.00 $ 3,724.00 $ 450.00 $ 6,300.00 $ 400.00 $ 5,600.00 $ 196.75 $ 2,754.50
Feet
13 Minor Adjustment of Manhole 1 Each $ 250.00 $ 250.00 $ 1,087.00 $ 1,087.00 $ 700.00 $ 700.00 $ 800.00 $ 800.00 $ 161.25 $ 161.25
14 Connect to Existing Culvert 2 Each $ 460.00 $ 920.00 $ 5,060.00 $ 10,120.00 $ 1,500.00 $ 3,000.00 $ 3,800.00 $ 7,600.00 $ 449.50 $ 899.00
Gravel Shoulder, Aggregate Base, Square
15 758 $ 25.00 $ 18,950.00 $ 22.00 $ 16,676.00 $ 18.00 $ 13,644.00 $ 65.00 $ 49,270.00 $ 20.75 $ 15,728.50
1"-0" Crushed Rock, 6 Inches Thick Yard
Gravel Access, Aggregate Base, Square
16 142 $ 32.00 $ 4,544.00 $ 30.00 $ 4,260.00 $ 40.00 $ 5,680.00 $ 40.00 $ 5,680.00 $ 52.75 $ 7,490.50
1"-0" Crushed Rock, 12 Inches Thick Yard
Square
17 Level 2, 1/2" Dense HMAC, 4-Inches Thick 379 $ 78.00 $ 29,562.00 $ 69.00 $ 26,151.00 $ 80.00 $ 30,320.00 $ 72.00 $ 27,288.00 $ 74.25 $ 28,140.75
Yard
18 Extra for Asphalt Approaches - - $ - - - - $ 1,000.00 $ 1,000.00 - -
Square
19 Shared-Use path, Concrete walks, 6-Inch Thick 19,758 $ 10.00 $ 197,580.00 $ 11.00 $ 217,338.00 $ 12.50 $ 246,975.00 $ 13.00 $ 256,854.00 $ 15.75 $ 311,188.50
Foot
Lineal
20 Concrete Curb, Straight/Standard Curb, "H"=16" 128 $ 50.00 $ 6,400.00 $ 49.00 $ 6,272.00 $ 30.00 $ 3,840.00 $ 72.00 $ 9,216.00 $ 67.00 $ 8,576.00
Feet
21 Removable Bollards 1 Each $ 1,800.00 $ 1,800.00 $ 1,301.00 $ 1,301.00 $ 1,500.00 $ 1,500.00 $ 2,400.00 $ 2,400.00 $ 893.75 $ 893.75
Lump
22 Sign Support Footings, Complete 1 $ 9,230.00 $ 9,230.00 $ 6,200.00 $ 6,200.00 $ 6,200.00 $ 6,200.00 $ 6,000.00 $ 6,000.00 $ 5,930.25 $ 5,930.25
Sum
23 Site Restoration, Permanent Seeding, and Topsoil, Complete 1 Each $ 7,200.00 $ 7,200.00 $ 3,277.00 $ 3,277.00 $ 5,000.00 $ 5,000.00 $ 10,000.00 $ 10,000.00 $ 15,974.25 $ 15,974.25
Lineal
24 Removing 6'-High Chain Link Fence 8 $ 190.00 $ 1,520.00 $ 104.00 $ 832.00 $ 50.00 $ 400.00 $ 65.00 $ 520.00 $ 21.25 $ 170.00
Feet
Lineal
25 Rebuild 6'-High Chain Link Fence 5 $ 340.00 $ 1,700.00 $ 400.00 $ 2,000.00 $ 250.00 $ 1,250.00 $ 350.00 $ 1,750.00 $ 103.50 $ 517.50
Feet
Bid Total $ 437,647.00 $ 474,474.00 $ 541,969.00 $ 690,763.00 $ 734,235.25
Total $ 689,763.00
Used older Schedule of Bid items; even if
correct schedule of Bid items were used,
it wouldn't affect Bid total rank.

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