Contract Number:
0M1.132454
Projects:
SAP 040-594-001
Other Projects:
Contract Description:
Sanitary Sewer (Gravity), Pavement - Marking, Tree Cutting, Construction, Sidewalks/Curbs/Gutters, DOT Projects, Fittings and Valves, ADA Curb Ramps, Fire Hydrant, Pavement Removal, Excavation, Street/Road Materials, Landscaping - Seeding, Erosion Control - Temporary, Paving (Asphalt or Concrete), Street/Road Intersection Construction and Repair, Street/Road Lane Construction and Repair, Traffic Control Devices (Signals, Signing, etc.), Directional Drilling, Street/Roadway Reconstruction , Trails and/or Multipurpose Trails, Sewer and Water Construction, Street/Road Repairs, Paving (Trail Paving), Grubbing & Clearing, Signage, Paving (Highway, Road or Street), Landscaping (Tree and Shrub Clearing), Water Utilities, Roadway Lighting, Trenchless Utility Construction, Aggregate, Street/Road Brick Reconstruction/Repair, Concrete Walkway, Sawcutting/Sidewalk/Pavement, Traffic Control, Grade and Surface, Stormwater Improvements, Street/Road Intersection Improvements, Roadway Pavement Markings, Pedestrian Improvements, Street/Road Pavement Marking, Utility Street Construction and Excavation, Curbs, Water/Wastewater Infrastructure, Waterlines
Construction Location:
City of Le Sueur, MN
City of Township:
City of Le Sueur, MN
Bid Opening Date & Time:
3/6/2025, 5:00 PM
Award Date:
3/18/2025
Contract Start Date:
5/5/2025
Construction Start Date:
5/5/2025
Construction End Date:
6/30/2026
Work Type:
Reconstruct
Project Type:
Road and Street
Highest Funding Level:
State
DBE:
No
ADVERTISEMENT FOR BIDS
2025 Street & Utility Improvements
SAP 040-594-001
City of Le Sueur
Le Sueur County, MN
RECEIPT AND OPENING OF PROPOSALS: Sealed proposals for the work described below will be received online through QuestCDN.com and at the Office of the County Auditor, Le Sueur County, 88 South Park Lane, Le Center, MN 56057, until 11:00 am on Thursday, March 6, 2025, at which time the bids will be opened and publicly read.
DESCRIPTION OF WORK: The work includes the construction of approximately:
Mill Bituminous Surface 23,789 SQ YD 12”-18” RC Pipe Sewer 6,216 LIN FT
Clearing 39 TREE 8” PVC Pipe Sewer 5,028 LIN FT
Grubbing 40 TREE 4”-12” DIP Watermain 7,477 LIN FT
Common Excavation 14,692 CU YD 4”-6” Concrete Walk 41,812 SQ FT
Common Embankment 512 CU YD Concrete Curb & Gutter 11,299 LIN FT
Aggregate, Class 5 10,750 CU YD Lighting Unit 29 EACH
Type SP 9.5 Wearing Course Mix (3,C) 4,045 TON 1.5”-3” Non-Metallic Conduit 14,443 LIN FT
Type SP 12.5 Non-Wearing Course (3,C) 2,730 TON 1.5”-3” Conduit (Bore) 2,532 LIN FT
Bituminous Seal Coat 22,300 SQ YD Seeding 8.4 ACRE
Traffic Control 1 LS Pedestrian Crosswalk Flasher 2 SYSTEM
together with numerous related items of work, all in accordance with Plans and Specifications. This project is subject to Prevailing Wage Rates, Truck Rentals, Equal Employment Opportunity Provisions, Workforce and Equal Pay Requirements, Buy American Iron and Steel Provisions, and Responsible Contractor Certification.
COMPLETION OF WORK: All work under the Contract must be complete by June 30, 2026.
PLAN HOLDERS LIST, ADDENDUMS AND BID TABULATION: The plan holders list, addendums and bid tabulations will be available for download on-line at www.questcdn.com or www.bolton-menk.com. Any addendums may also be distributed by mail, fax, or email.
TO OBTAIN BID DOCUMENTS: Complete digital project bidding documents are available at www.questcdn.com or www.bolton-menk.com. You may view the digital plan documents for free by entering Quest project #9445469 on the website’s Project Search page. Documents may be downloaded for $50.00. Please contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, viewing, downloading, and working with this digital project information. An optional paper set of project documents is also available for a non-refundable price of $100.00 per set, which includes applicable sales tax and shipping. Please make your check payable to Bolton & Menk, Inc. and send it to 1960 Premier Drive, Mankato, MN 56001, (507) 625-4171, fax (507) 625-4177.
BID SUBMITTAL: A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to bid. For this project, the Owner will be accepting both paper bids and online electronic bids through QuestCDN. To access the electronic bid form, download the project documents and click the online bidding button at the top of the advertisement. Prospective bidders must be on the plan holders list through QuestCDN for bids to be accepted.
BID SECURITY: A certified check or proposal bond in the amount of not less than 5 percent of the total amount bid, drawn in favor of Le Sueur County shall accompany each bid.
OWNER'S RIGHTS RESERVED: The Owner reserves the right to reject any or all bids and to waive any irregularities and informalities therein and to award the Contract to other than the lowest bidder if, in their discretion, the interest of the Owner would be best served thereby.
DATED: February 6, 2025 /S/ Dani Ongie
County Auditor-Treasurer
Published:
QuestCDN: February 6, 2025
Le Sueur County News: February 6, 2025, February 13, 2025, and February 20, 2025
Henderson Independent: February 7, 2025, February 14, 2025, and February 21, 2025
Number | Description | Unit | Quantity |
---|---|---|---|
1 | Mill Bituminous Surface | SQ. YD. | 23789 |
10 | Traffic Control | LUMP SUM | 1 |
11 | 12"-18" RC Pipe Sewer | LIN. FT. | 6216 |
12 | 8" PVC Pipe Sewer | LIN. FT. | 5028 |
13 | 4"-12" DIP Watermain | LIN. FT. | 7477 |
14 | 4"-6" Concrete Walk | SQ. FT. | 41812 |
15 | Concrete Curb & Gutter | LIN. FT. | 11299 |
16 | Lighting Unit | EACH | 29 |
17 | 1.5"-3" Non-Metallic Conduit | LIN. FT. | 14443 |
18 | 1.5"-3" Conduit (Bore) | LIN. FT. | 2532 |
19 | Seeding | ACRE | 8.4 |
2 | Clearing | TREE | 39 |
20 | Pedestrian Crosswalk Flasher | SYSTEM | 2 |
3 | Grubbing | TREE | 40 |
4 | Common Excavation | CU. YD. | 14692 |
5 | Common Embankment | CU. YD. | 512 |
6 | Aggregate, Class 5 | CU. YD. | 10750 |
7 | Type SP 9.5 Wearing Course Mix (3,C) | TON | 4045 |
8 | Type SP 12.5 Non-Wearing Course (3,C) | TON | 2730 |
9 | Bituminous Seal Coat | SQ. YD. | 22300 |
Contract Owner
Contract Engineer