Project Information

Bid Title

2026 Curb, Gutter & Sidewalk

Issuing Agency

City of Devils Lake

Location

North Dakota

Published Date

Apr 10, 2026

Closing Date

May 4, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Project	Type	Department	Closing Date
2026 Curb, Gutter & Sidewalk	Bid Package	Engineering	May 4th, 2026 @ 5:00 PM

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2026 Curb, Gutter, and Sidewalk

Bid Documents

City of Devils Lake

The following items shall constitute a part of the bid documents:

1. Call for Bids Advertisement

2. 2026 Curb, Gutter and Sidewalk General Notes

3. NDDOT Standard Drawings D-748-1, D-750-1, D-750-2, and D-750-3

4. City Standard Drawing

5. 2026 Bid Sheet

CALL FOR BIDS

Sealed bids will be received by the Board of City Commissioners until 5: 00 pm, May 4,

2026, for “2026 Curb, Gutter and Sidewalk”. Bids will be opened and publicly read at

City Office, 423 6th St NE, Devils Lake, ND at 5: 30 pm, May 4, 2026.

Copies of the plans and specifications are available in the office of the City Engineer, City

Offices, 423 6th St NE, PO Box 1048, Devils Lake, ND, 58301.

City of Devils Lake reserves the right to reject any or all bids, to waive technicalities, to

award each section of the project individually, to award the bid to multiple contractors

or in any combination thereof, that is deemed in the best interest of the City.

Each bid must be labeled on the outside of the envelope with the following:

1. Name of the person/firm submitting bid.

2. Must be marked “2026 Curb, Gutter and Sidewalk Bid”.

3. Bidder must include a two percent (2%) bid bond or certified check and copy of

current contractor’s license with the proposal for consideration.

For legals: 4-9-26, 4-16-26, 4-23-26

2026 Curb, Gutter, Sidewalk and Driveway General Notes

City of Devils Lake

100-P01 GENERAL: Complete construction according to the 2024 Standard

Specifications adopted by the North Dakota Department of Transportation (NDDOT) and

the Supplemental Specifications effective on the date the project is advertised. Amend

the specifications as follows: the term “Department” will mean the City of Devils Lake or

its authorized representative. The terms “Director” and “Engineer” will mean the City

Engineer of Devils Lake or the City’s authorized representative.

100-P02 AWARD: City of Devils Lake reserves the right to reject any or all bids, to

waive technicalities, to award each section of the project individually, to award the bid

to multiple contractors or in any combination thereof, that is deemed in the best

interest of the City.

100-P03 QUANTITIES: Quantities listed reflect an estimate for total work to be

completed in the 2026 construction season and actual quantities may vary from those

listed. An increase or decrease from plan quantity will not be accepted as a reason to

negotiate any price adjustment. Contractor may provide a bid for any or all items listed.

100-P04 ORDER OF WORK: Work to be issued to the Contractor by the City Engineer,

or the City’s authorized representative, on an as-needed basis during the contract

period. Work will be issued to the Contractor(s) based on availability of the

Contractor(s), beginning with the lowest bidder. The City does not guarantee a

minimum amount of work issued or the dollar amount of work to be performed.

100-P05 COMPLETION: Begin work on an individual section of the project within 30

days of that section of work being provided to the Contractor. Install new concrete

where any concrete was removed within 7 days of initial concrete removal. Complete all

site work, including clean up and seeding, within 14 days of initial concrete removal.

100-P06 MATERIAL STORAGE: Minimize use of adjoining roadways for storage of

materials. Properly mark any materials placed on the roadway according to the Manual

on Traffic Control Devices (MUTCD). The City will remove any materials stored on the

roadway or public right of way longer than 7 days at the Contractor’s expense.

106-P01 MATERIAL TESTING: Engineer may perform testing on concrete and other

material during placement. Material not meeting specifications will be replaced at the

Contractor’s expense. All testing will be paid for by the Engineer.

108-P01 LIQUIDATED DAMAGES: For each calendar day past the 30 days allowed to

initiate construction on an assigned section of work, the Contractor will be assessed

$100 per day liquidated damages. In addition, for each calendar day past the 7 days

allowed to replace concrete once it is removed, the Contractor will be assessed $100 per

day in liquidated damages. Additional days will be provided for inclement weather.

108-P02 WARRANTY: All work completed under this contract will be covered by a

two-year warranty against defective materials or workmanship. Said warranty will also

cover any settlement that may occur on the work completed. Repair or replacement of

items of work found defective within the two-year timeframe will be done by the

Contractor at the Contractor’s expense.

203-P01 EMBANKMENT: Compact embankment areas as directed by the Engineer in

the field.

203-P02 EXCAVATION: Remove any sod, vegetation, or tree roots within the

construction area and dispose in a location approved by the Engineer. Include all costs

to remove and dispose of this material in the bid price for the appropriate bid item.

Complete all excavation in such a manner as to leave any utilities, finished lawns,

adjacent sidewalks and boulevards in good condition and to protect any trees or shrubs

adjacent to the work. Any damage caused by the Contractor to these items will be

repaired at the Contractor’s expense.

570–P01 FULL DEPTH CONCRETE STREET REPAIR: Includes all sawing, concrete

removal and disposal, base preparation, drilling, doweling, concrete and placement,

sealing and all other items required to complete full depth concrete pavement removal

and replacement according to the attached drawing and NDDOT specifications. This bid

item will be used for small sections (one panel or less in size) of concrete street repair

within the downtown area. Concrete thickness is approximately 8 inches. Minimal base

preparation will be required unless Contractor disturbs base. Payment for all work to

remove and replace concrete pavement as marked by the Engineer in the field shall be

included in this bid item. Payment will be based on the square yard of concrete

pavement removed and replaced according to drawings and specifications.

704-P01 TRAFFIC CONTROL: Coordinate with the City to install traffic control devices

when performing work in the roadway area. The City will provide the traffic control

devices for any work completed on the City’s right of way.

748-P01 CURB AND GUTTER: When replacing curb and gutter without removing

adjacent asphalt, use a ¼” form board between road and curb. If the Engineer

determines an adjacent asphalt section of roadway needs to be removed to replace

curb, the Engineer will coordinate the amount and method for asphalt removal by the

Contractor. Asphalt replacement will be completed by City forces at no expense to the

Contractor.

748-P02 VALLEY GUTTER: Thoroughly compact all excavated areas to a depth slightly

below subgrade. Place a minimum 4” layer of approved gravel base on the compacted

surface to bring the grade to proper elevation. Dampen the grade prior to placement of

concrete, as directed by the Engineer. Include the costs of the 4” gravel base in the unit

bid price for valley gutter.

750-P01 REINFORCED CONCRETE: The City may request sidewalk or driveway

concrete to be reinforced with rebar. Payment for any concrete that is requested to

have rebar installed will be under the appropriate sidewalk or driveway bid item.

Include the following reinforcement when requested:

4” Reinforced Concrete - 3/8” bar at 18” spacing each direction

6” Reinforced Concrete – 1/2” bar at 18” spacing each direction.

750-P02 SIDEWALKS: All excavation necessary to construct the sidewalk to grade

established by the Engineer in the field will be included in the Contractor’s bid price for

the appropriate sidewalk bid item

Thoroughly compact all excavated and embankment areas to a depth slightly below

subgrade and place a minimum 2” layer of approved granular material on the

compacted surface to bring the grade to proper elevation. Thoroughly and uniformly

compact the granular base and dampen prior to placement of concrete as directed by

the Engineer. Include the costs of the 2” granular base in the unit bid price for the

appropriate sidewalk bid item.

Provide 6” concrete sidewalk when crossing driveways. Include all costs to increase the

thickness across the driveways in the appropriate 6” sidewalk/driveway bid item. In

areas where the sidewalk is being replaced, use approved granular material to bring the

sidewalk to proper elevation and establish a smooth, compact surface to place concrete.

Compact and dampen granular base prior to placement of concrete. Include the costs of

the granular base in the unit bid price for the appropriate sidewalk bid item.

The sidewalk elevation will be set by the Engineer in the field. Typical sidewalk elevation

is shown on the attached drawing.

Use the attached expansion joint detail for all expansion joints located within new

concrete areas.

Provide temporary signing and/or a supervisor along the fresh concrete sidewalk to

prevent pedestrian use or other markings until such time that the sidewalk has cured to

support such traffic. Include costs of signing and/or supervisor in the price bid for the

appropriate sidewalk bid item. Replace any markings that occur during curing time and

are not fixed before cured, at the Contractor’s expense.

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction
• NAICS 238110Poured Concrete Foundation and Structure Contractors
• NAICS 238990All Other Specialty Trade Contractors

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