Bemis & Sybel Street Construction

Location: Washington
Posted: Oct 9, 2026
Due: Nov 3, 2026
Agency: Moses Lake city
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Solicitation No: GC2025-241
Publication URL: To access bid details, please log in.
Bid Number: GC2025-241
Bid Title: Bemis & Sybel Street Construction
Category: Engineering Department
Status: Open
Description:

Estimated Project Cost: $1,550,000 - $1,750,000

Contract Working Days: 100


This project is to construct both Bemis Street and Sybel Lane to upgrade them from gravel streets to paved streets with curb, gutter, sidewalks, storm drainage, street lighting, and upgraded 8-inch PVC water main and side services.

The project also includes paving 175 feet of Milwaukee Avenue to connect existing pavement to Broadway Avenue to reduce gravel road maintenance.

The work is scheduled to begin in Spring by April 2027 and includes replacing the old 6-inch AC water main with 1,550 LF of 8-inch PVC, 32 new water service connections, 1,200 tons of CSTC, 2,400 tons of CSBC, 1,200 tons of HMA, 6 catch basins, 2 drywells, 140 LF of 8-inch storm sewer pipe, 3,400 LF of curb and gutter, 2,720 SY of cement concrete, preparation for 6 new PUD street lights (including foundation work, 1,700 LF of 2-inch PVC conduit, and electrical junction boxes), utility casting adjustments, and 3 new 4-inch PVC sewer connections.


Publication Date/Time:
10/9/2026 8:00 AM
Publication Information:
Columbia Basin Herald
Closing Date/Time:
Open Until Contracted
Submittal Information:
Bid Opening November 3, 2026; 2:00 pm
Contact Person:
Jeff Holm; 509.764.3781; jholm@cityofml.com

OR

Richard Law; 509-764-3782; rlaw@cityofml.com

Fee:
$75.00 for paper copy
Plan & Spec Available:
Plans and specifications are attached as a related document or paper copies can be ordered and picked up at the Civic Center Annex at 321 S Balsam St, Moses Lake WA 98837 by contacting Jeff Holm; 509.764.3781; jholm@cityofml.com or Trisha Kehret; 509-764-3786; tkehret@cityofml.com.
Business Hours:
7:30 a.m. - 4:00 p.m.
Plan Holders List:
Attached as a related document. To be added to the Plan Holders list please contact Project Lead: Jeff Holm; 509.764.3781; jholm@cityofml.com, Richard Law; 509-764-3782; rlaw@cityofml.com, or Trisha Kehret; (509)764-3786, tkehret@cityofml.com
Miscellaneous:
All bids shall be received before said opening time in sealed envelopes with BEMIS & SYBEL STREET CONSTRUCTION marked plainly thereon.

All bids shall be accompanied by a deposit in the form of a postal money order, cashier's check, or bond in an amount equal to 5 percent of the maximum total of the bid.

All bidders shall contact Jeff Holm; 509.764.3781; jholm@cityofml.com, Richard Law; 509-764-3782; rlaw@cityofml.com, or Trisha Kehret; 509-764-3786; tkehret@cityofml.com prior to bid opening to sign up as a bidder on the project, whether or not they order a hard copy or obtain a digital copy of the Bid Documents. Only bids from bidders who have received plans and specifications VIA the Civic Center Annex or cityofml.com Engineering projects website will be accepted.

Related Documents:

Attachment Preview

CONTENTS
Document Listing
MAKING A PROPOSAL
Notice to Contractors
Instructions to Bidders
Bidder's Checklist
Non-Collusion Declaration
Proposal
Bid Bond
Certification of Compliance with Wage Payment Statutes
CONTRACT
Contract and Exhibit A and Exhibit B
Performance Bond and Payment Bond
Contractor's Declaration of Intent
Bond in Lieu of Retainage
Request to Sublet Work
Special Provisions
DIVISION 1 GENERAL REQUIREMENTS .....................................................39
DIVISION 2 EARTHWORK ..............................................................................75
DIVISION 4 BASES ...........................................................................................87
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .......................89
DIVISION 6 STRUCTURES ..............................................................................95
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS ..........................95
DIVISION 8 MISCELLANEOUS CONSTRUCTION ....................................113
DIVISION 9 MATERIALS ...............................................................................123
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 2

NOTICE TO CONTRACTORS
BEMIS & SYBEL STREET CONSTRUCTION
Moses Lake, Washington
Sealed bids will be received at the Civic Center Annex, 321 South Balsam, (P. O. Box
1579), Moses Lake, Washington 98837 until NOVEMBER 3, 2026; 2:00 PM, for the above-
named improvement. Said bids will be opened and publicly read at that time. All bids shall
be received before said opening time in sealed envelopes with BEMIS & SYBEL STREET
CONSTRUCTION marked plainly thereon.
All bids shall be accompanied by a deposit in the form of a postal money order, cashier's
check, or bond in an amount equal to 5 percent of the maximum total amount of the bid.
Should the successful bidder fail to enter into a contract or furnish a satisfactory contract
bond within the time stated in the specifications, the deposit shall be forfeited to the City.
Plans and specifications may be obtained at no cost via electronic transmission from the
City of Moses Lake. Paper copies of the plans and specifications may also be obtained
from the Civic Center Annex at the above address for a non-refundable fee of $ 75 . Plans
and specifications can be requested by responding to this email, or by calling the Contact
person listed below during normal business hours. Copies of plans and specifications are
on file for review at various construction councils.
All bidders shall call 509-764-3786 prior to bid opening to sign up as a bidder on the
project, whether or not they request a hard copy or obtain a digital copy of the
Specifications. Bids received from bidders who are not signed in as a bidder on the project
will be rejected for being non-responsive.
Contact person: Jeff Holm; 509.764.3781; jholm@cityofml.com
PROJECT DESCRIPTION: This project is to construct both Bemis Street and Sybel
Lane to upgrade them from gravel streets to paved streets with curb, gutter, sidewalks,
storm drainage, street lighting, and upgraded 8-inch PVC water main and side services.
The project also includes paving 175 feet of Milwaukee Avenue to connect existing
pavement to Broadway Avenue to reduce gravel road maintenance.
The work is scheduled to begin in Spring by April 2027 and includes replacing the old 6-
inch AC water main with 1,550 LF of 8-inch PVC, 32 new water service connections,
1,200 tons of CSTC, 2,400 tons of CSBC, 1,200 tons of HMA, 6 catch basins, 2 drywells,
140 LF of 8-inch storm sewer pipe, 3,400 LF of curb and gutter, 2,720 SY of cement
concrete, preparation for 6 new PUD street lights (including foundation work, 1,700 LF of
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 3

2-inch PVC conduit, and electrical junction boxes), utility casting adjustments, and 3 new
4-inch PVC sewer connections.
Estimated Project Cost: $1,550,000 - $1,750,000
Contract Working Days: 100
The City Council reserves the right to reject any or all bids if such action is in the best
interest of the City.
Publish - Columbia Basin Herald: October 9, 2026
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 4

INSTRUCTIONS TO BIDDERS
1. INTERPRETATIONS AND ADDENDA
No oral interpretations will be made to any bidder as to the meaning of the specifications and drawings.
Interpretations, if made, shall be written in the form of an addendum and sent to all bidders to whom the
specifications have been issued.
2. EXAMINATION OF THE SITE
Each bidder shall visit the site of the proposed work to be fully acquainted with the conditions and
difficulties attending the performance of the contract. No additional compensation nor relief from any
obligations of the contract will be granted because of a lack of knowledge of the site or the conditions
under which the work will be accomplished.
3. BID
Any bid that contains items not specified, or that does not complete all the items scheduled for bidding,
among other items is Section 1-02.13(1), shall be considered irregular and may be rejected on that basis.
4. SIGNATURE AND LEGIBILITY
The prices for work and the names and addresses of the bidders shall be clearly and legibly written.
Signatures shall be signed in the spaces provided and in compliance with all legal requirements among
other items in Section 1.02.6.
5. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
Refer to Section 1-07.18 of the Special Provisions.
6. APPRENTICE UTILIZATION REQUIREMENTS
In accordance with RCW 39.04.320, for all public works estimated to cost one and a half million dollars
or more, the State of Washington requires no less that 15% of the labor hours be performed by
apprentices, unless otherwise stated in the bid advertisement. A contractor or subcontractor may not be
required to exceed the 15% requirement. All contract requirements including incentives, penalties and
good faith efforts are listed in Section 1-07.9(3) of the special provisions.
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 5

BIDDER'S CHECKLIST
The bidder's attention is especially called to the following items that shall be fully executed and
submitted with the bid:
1. Proposal - The unit prices bid shall be shown in the spaces provided. Furthermore, by signing the
proposal, the bidder is declaring that they have read and agree to the provisions of the Non-
Collusion Declaration and to the provisions of the Indemnification and Waiver
Acknowledgment.
2. Bid Deposit - Bid Deposits shall be in an amount equal to 5 percent of the maximum total
amount of the bid proposal. Bid deposits shall be in the form of a postal money order, cashier's
check, or Bid bond. The amount of the Bid deposit shall be shown in dollars or as a percentage
basis. When a bid bond is submitted, the Bid Bond form shall be executed by the surety company
on the Bid Bond form that is provided with the contract provisions.
3. Addendums - All addendums that have been issued for the project shall be signed by the bidder
and included with the proposal. The bidder shall verify whether or not addendums have been
issued for the project prior to bid opening.
4. Certification of Compliance with Wage Payment Statutes.
The following forms shall be executed within 10 calendar days after the notification of
award:
1. Contract - To be executed by the successful bidder
2. Contract Bond - To be executed by the successful bidder and the bidder's surety company.
3. Proof of Insurance Coverage - Provide one copy certifying insurance coverage in the amount
specified, and with the following endorsement: "The City of Moses Lake is an Additional
Insured as pertains to this project." The Proof of Insurance Coverage shall include Form B,
Additional Insured - Owners, Lessees, or Contractors.
4. Request to Sublet Work - One copy for each subcontractor. This document must be signed by
Contractor's surety.
5. Power of Attorney - Required for the person signing on behalf of the bidder's Bonding
Company.
6. Contractor's Declaration of Intent.
7. City of Moses Lake Business License - A current business license is required for the contractor
and subcontractors.
In addition, prior to start of construction, the Contractor shall:
1. Submit a construction schedule that shows completion of the project within the time specified.
2. Arrange for a pre-construction conference between the Contractor, subcontractors, contractor's
superintendent on the project, utilities, and the Engineering Division of the City of Moses Lake.
3. Submit a material list that shows all materials the Contractor proposes to use on the project.
Construction shall not start until a materials list has been approved by the Engineer.
4. Submit the required Apprentice, Utilization Plan on the form supplied by the contracting agency
no later than the pre-construction conference date.
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 6

NON-COLLUSION DECLARATION
BEMIS & SYBEL STREET CONSTRUCTION
GC2025-241
By signing the proposal, I hereby declare, under penalty of perjury under the laws of the State of
Washington, that the following statements are true and correct:
1. That the person(s), firm, association, or corporation signing the proposal has (have) not,
either directly or indirectly, entered into any agreement, participated in any collusion, or
otherwise taken any action in restraint of free competitive bidding in connection with the
project for which this proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to have signed and have
agreed to the provisions of this declaration.
NOTICE TO ALL BIDDERS
To report bid rigging activities call:
1-800-424-9071
The U. S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday
through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid
rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such
activities.
The "hotline" is part of USDOT's continuing effort to identify and investigate highway
construction contract fraud and abuse and is operated under the direction of the USDOT Inspector
General. All information will be treated confidentially and caller anonymity will be respected.
from DOT form 272-036H, Revised 10/94
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 7

BEMIS & SYBEL STREET CONSTRUCTION
PROPOSAL
Page 1 of 4
TO: MOSES LAKE CITY COUNCIL DATE: _____________________________________________
CONTRACTOR'S NAME: _____________________________________________________________________________
CONTRACTOR'S LICENSE NUMBER: __________________________________________________________________
CONTRACTOR'S UBI NUMBER: _______________________________________________________________________
INDUSTRIAL INSURANCE ACCOUNT NUMBER: ________________________________________________________
EMPLOYMENT SECURITY DEPARTMENT NUMBER: ____________________________________________________
STATE EXCISE TAX REGISTRATION NUMBER: _________________________________________________________
PHONE NO: ___________________________________ E-MAIL: ___________________________________________
CONTRACTOR'S MAILING ADDRESS ________________________________________________________________
________________________________________________________________
Contract No. GC2025-241
By my undersigned signature below, I certify that I have personally examined the location and
construction details of work as outlined in the plans and specifications for the BEMIS & SYBEL
STREET CONSTRUCTION and have read and thoroughly understand the plans and specifications
and hereby propose to undertake and complete the work embraced in this improvement in accordance
with those plans and specifications at the following schedule of rates and prices. The Contractor shall
complete __40__ percent of all the work with the Contractor's own labor and equipment.
Work on the Base Bid Contract shall be completed within _ 100__ WORKING DAYS. The Contractor
may request (in writing) that the "Notice to Proceed" be delayed by up to two weeks, but no work can be
performed during this time. This request shall be made before the "Notice to Proceed" has been issued.
If said work is not completed within the time specified, the Contractor agrees to pay the City liquidated
damages of $ _2,000__ per working day as described in Section 1-08.9 of the Specifications.
PROPOSAL OPENING: NOVEMBER 3, 2026; 2:00 PM
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 8

ITEM NO. ITEM DESCRIPTION REFERENCE APPROX. QUANTITY UNIT UNIT PRICE AMOUNT
1 Roadway Surveying 1-05 1 LS $ $
2 Apprentice Incentive/Penalty 1-07.9 1 LS $ 1,000.00 $ 1,000.00
3 Mobilization 1-09.7 1 LS $ $
4 Traffic Control 1-10 1 LS $ $
5 Remove Tree, Class II 2-01 2 EA $ $
6 Remove Curb and Gutter 2-02 200 LF $ $
7 Remove Cement Concrete Sidewalk 2-02 115 SY $ $
8 Remove Cement Concrete Driveway 2-02 130 SY $ $
9 Sawcut Pavement or Concrete 2-02 500 LF $ $
10 Removal and Replacement of Fence 2-02 50 LF $ $
11 Roadway Excavation and Embankment 2-03 1 LS $ $
12 Water 2-07 500 M GAL $ $
13 Shoring or Extra Excavation Class B 2-09 4,000 SF $ $
14 Trimming and Cleanup 2-11 1 LS $ $
15 Crushed Surfacing Top Course 4-04 1,200 TON $ $
16 Crushed Surfacing Base Course 4-04 2,400 TON $ $
17 HMA Cl. 1/2-Inch PG 64H-28 5-04 1,200 TON $ $
18 HMA Patch Cl. 3/8-Inch PG 64-28 5-06 50 SY $ $
19 PVC Storm Sewer Pipe 8-Inch Diameter 7-04 50 LF $ $
20 Ductile Iron Storm Sewer Pipe 8-Inch Diameter 7-04 90 LF $ $
21 Catch Basin, 30-Inch Round 7-05 6 EA $ $
22 Drywell, Type A 7-05 2 EA $ $
23 Inlet Protection 8-01 6 EA $ $
24 Cement Concrete Curb and Gutter, Type A 8-04 200 LF $ $
25 Cement Concrete Curb and Gutter, Rolled 8-04 3,200 LF $ $
26 Cement Concrete Pedestrian Curb 8-04 100 LF $ $
27 Cement Concrete 4-Inch Depth 8-14 120 SY $ $
28 Cement Concrete 6-Inch Depth 8-14 2,600 SY $ $
29 Detectable Warning Surface 8-14 100 SF $ $

NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF BID MUST BE SHOWN.
BEMIS & SYBEL STREET CONSTRUCTION
BEMIS & SYBEL STREET CONSTRUCTION
Proposal - page 2 of 4
Schedule A
ITEM ITEM DESCRIPTION REFERENCE APPROX. UNIT UNIT PRICE AMOUNT
NO. QUANTITY
1 Roadway Surveying 1-05 1 LS $ $
2 Apprentice Incentive/Penalty 1-07.9 1 LS $ 1,000.00 $ 1,000.00
3 Mobilization 1-09.7 1 LS $ $
4 Traffic Control 1-10 1 LS $ $
5 Remove Tree, Class II 2-01 2 EA $ $
6 Remove Curb and Gutter 2-02 200 LF $ $
2-02
7 Remove Cement Concrete Sidewalk 115 SY $ $
2-02
8 Remove Cement Concrete Driveway 130 SY $ $
2-02
9 Sawcut Pavement or Concrete 500 LF $ $
2-02
10 Removal and Replacement of Fence 50 LF $ $
11 Roadway Excavation and Embankment 2-03 1 LS $ $
12 Water 2-07 500 M GAL $ $
13 Shoring or Extra Excavation Class B 2-09 4,000 SF $ $
14 Trimming and Cleanup 2-11 1 LS $ $
15 Crushed Surfacing Top Course 4-04 1,200 TON $ $
16 Crushed Surfacing Base Course 4-04 2,400 TON $ $
17 HMA Cl. 1/2-Inch PG 64H-28 5-04 1,200 TON $ $
18 HMA Patch Cl. 3/8-Inch PG 64-28 5-06 50 SY $ $
19 PVC Storm Sewer Pipe 8-Inch Diameter 7-04 50 LF $ $
Ductile Iron Storm Sewer Pipe 8-Inch
20 7-04 90 LF $ $
Diameter
21 Catch Basin, 30-Inch Round 7-05 6 EA $ $
22 Drywell, Type A 7-05 2 EA $ $
23 Inlet Protection 8-01 6 EA $ $
24 Cement Concrete Curb and Gutter, Type A 8-04 200 LF $ $
25 Cement Concrete Curb and Gutter, Rolled 8-04 3,200 LF $ $
26 Cement Concrete Pedestrian Curb 8-04 100 LF $ $
27 Cement Concrete 4-Inch Depth 8-14 120 SY $ $
28 Cement Concrete 6-Inch Depth 8-14 2,600 SY $ $
29 Detectable Warning Surface 8-14 100 SF $ $
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 9

30 Mailbox Support, Type 2 8-18 11 EA $ $
31 PVC Conduit 2-Inch Diameter 8-20 1,700 LF $ $
32 Flex Conduit 1-Inch Diameter 8-20 20 LF $ $
33 Electrical Junction Box 8-20 7 EA $ $
34 Hancor Pipe, 2-ft Diam. 8-20 36 LF $ $
35 Permanent Signing 8-21 1 LS $ $
SUBTOTALSCHEDULE A $
SALES TAX 0.0% $ 0.00
TOTAL SCHEDULE A $
ITEM NO. ITEM DESCRIPTION REFERENCE APPROX. QUANTITY UNIT UNIT PRICE AMOUNT
1 Adjust Manhole Frame & Cover 5-07 3 EA $ $
2 Plugging Existing Pipe 7-08 11 EA $ $
3 C900 PVC Pipe for Water Main 6 In. Diam. 7-09 80 LF $ $
4 C900 PVC Pipe for Water Main 8 In. Diam. 7-09 1,550 LF $ $
5 Connect to Existing 6-Inch AC Water Main 7-09 2 EA $ $
6 Connect to Existing 8-Inch PVC Water Main 7-09 1 EA $ $
7 Gate Valve 8 In. 7-12 4 EA $ $
8 Tapping Sleeve and Valve Assembly 6 In. 7-12 2 EA $ $
9 Hydrant Assembly 7-14 3 EA $ $
10 Remove Existing Hydrant 7-14 2 EA $ $
11 Service Connection, 1-Inch Diameter 7-15 32 EA $ $
12 Service Connection Pipe, 1-Inch Diameter 7-15 900 LF $ $
13 PVC Sewer Pipe 4-Inch Diameter 7-17 140 LF $ $
SUBTOTAL SCHEDULE B $
SALES TAX 8.5% $
TOTAL SCHEDULE B $

BEMIS & SYBEL STREET CONSTRUCTION
Proposal - page 3 of 4
30 Mailbox Support, Type 2 8-18 11 EA $ $
31 PVC Conduit 2-Inch Diameter 8-20 1,700 LF $ $
32 Flex Conduit 1-Inch Diameter 8-20 20 LF $ $
33 Electrical Junction Box 8-20 7 EA $ $
34 Hancor Pipe, 2-ft Diam. 8-20 36 LF $ $
35 Permanent Signing 8-21 1 LS $ $
$
SUBTOTALSCHEDULE A
$ 0.00
SALES TAX 0.0%
$
TOTAL SCHEDULE A
Schedule B
ITEM ITEM DESCRIPTION REFERENCE APPROX. UNIT UNIT PRICE AMOUNT
NO. QUANTITY
$
1 Adjust Manhole Frame & Cover 5-07 3 EA $
$
2 Plugging Existing Pipe 7-08 11 EA $
$
3 C900 PVC Pipe for Water Main 6 In. Diam. 7-09 80 LF $
$
4 C900 PVC Pipe for Water Main 8 In. Diam. 7-09 1,550 LF $
$
5 Connect to Existing 6-Inch AC Water Main 7-09 2 EA $
$
6 Connect to Existing 8-Inch PVC Water Main 7-09 1 EA $
$
7 Gate Valve 8 In. 7-12 4 EA $
$
8 Tapping Sleeve and Valve Assembly 6 In. 7-12 2 EA $
$
9 Hydrant Assembly 7-14 3 EA $
$ $
10 Remove Existing Hydrant 7-14 2 EA
$ $
11 Service Connection, 1-Inch Diameter 7-15 32 EA
$ $
12 Service Connection Pipe, 1-Inch Diameter 7-15 900 LF
$ $
13 PVC Sewer Pipe 4-Inch Diameter 7-17 140 LF
$
SUBTOTAL SCHEDULE B
$
SALES TAX 8.5%
$
TOTAL SCHEDULE B
GC2025-241 Bemis & Sybel Street Construction Edited by RAL, City Engineer, October 2026 Page 10

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