- Project Number:
- CP 048-112-019
- Contract Number:
- 201902
- Other Project Numbers:
- Project Description:
- Grading, Bituminous Surfacing, Culvert & Appurtenant Work
- Construction Location:
- City or Township:
- Bid Opening:
- 03/28/2019 9:30 AM
- Expected Award Date:
- 04/02/2019
- Project Start Date:
- 05/06/2019
- Construction Start Date:
- 05/06/2019
- Construction End Date:
- 09/27/2019
- Work Type:
- Grading
- Project Type:
- Road and Street
- Highest Funding Level:
- Local
- DBE Project:
- No
GRADING, BITUMINOUS SURFACING, CULVERT & APPURTENANT WORK PROJECT
BIDS CLOSE March 28, 2019
Mille Lacs County, Minnesota
Sealed bids will be received electronically until 9:30 A.M., March 28, 2019 at the office of the County Engineer located at 635 2nd Street SE, Milaca, MN, at which time bids will be opened and read in the Administrative Services Office (Upper Level) at the Historic Courthouse for the following project:
BASE BIDS:
CP 048-112-019 (CR 112) (2.615 Miles) located 1 mile W of Milaca. Approximate major quantities
include: 84,842 CY Excavation; 65,823 CY Embankment; 2,778 T Aggregate Surfacing, Cl 1 Mod; 15,883 CY Aggregate Base; 9,650 T Bituminous Wearing Course Mixture; 2,570 LF Pipe Culverts and Storm Sewer; 25 LF Drainage Structures; 172 SF 6 Concrete Walk; 101,185 LBS Hydraulic Fiber Matrix; Traffic Control, Erosion Control, and Pavement Markings
CP 048-151-019 (CR 151) (1.997 Miles) located 6 miles N of Milaca. Approximate major quantities
include: 61,710 CY Excavation; 59,494 CY Embankment; 2,100 T Aggregate Surfacing, Cl 1 Mod; 11,872 CY Aggregate Base; 7,490 T Bituminous Wearing Course Mixture; 884 LF
Pipe Culverts and Storm Sewer; 5 LF Drainage Structures; 538 LF Traffic Barrier, Type 31; 82,597 LBS
Hydraulic Fiber Matrix; Traffic Control, Erosion Control, and Pavement Markings
ALTERNATE BID 1:
CP 048-106-019 (CR 106) (2.537 Miles) located 5 Miles NW of Milaca. Approximate major quantities
include: 65,021 CY Excavation; 63,846 CY Embankment; 2,747 T Aggregate
Surfacing, Cl 1 Mod; 15,282 CY Aggregate Base; 9,490 T Bituminous Wearing Course Mixture;
1,521 LF Pipe Culverts and Storm Sewer; 7 LF Drainage Structure; 101,691 LBS Hydraulic Fiber
Matrix; Traffic Control, Erosion Control, and Pavement Markings