- Project Number:
- S.P. 054-070-010 et al
- Contract Number:
- Other Project Numbers:
- Project Description:
- Milling, Subgrade Stabilization, Culvert Replacement, Bituminous Patch, Bituminous Overlay, Bituminous Shoulders, Safety Edge, Milled Rumble Strips, and Aggregate Shoulders
- Construction Location:
- City or Township:
- Bid Opening:
- 05/06/2019 2:00 PM
- Expected Award Date:
- 05/07/2019
- Project Start Date:
- 05/07/2019
- Construction Start Date:
- 05/07/2019
- Construction End Date:
- 09/20/2019
- Work Type:
- Mill and Overlay
- Project Type:
- Road and Street
- Highest Funding Level:
- Federal
- DBE Project:
- Yes
NOTICE FOR BIDS
S.A.P. 054-636-017, S.A.P. 054-638-008, S.P. 054-070-010
Notice is hereby given that sealed bids will be received by the Norman County Auditor at the Auditor's office in the Norman County Courthouse, 16 3rd Avenue East, Ada, MN 56510, until 2:00 p.m. on the 6th day of May, 2019, for S.A.P. 054-636-017, S.A.P. 054-638-008 and S.P. 054-070-010.
On CSAH 36, from TH 200 to North County Line; On CSAH 38, from South County Line to CSAH 31.
Length of all projects: 18.069 Miles
Minimum wage rates to be paid by the Contractors have been predetermined and are subject to the Work Hours Act of 1962, P.L. 87-581 and implementing regulations.
READ CAREFULLY THE WAGE SCALES AND DIVISION A OF THE SPECIAL PROVISIONS AS THEY AFFECT THESE PROJECTS.
Projects consist of: Mobilization, 1.0 Lump Sum; Remove Concrete Apron, 8.0 Each; Remove Pipe Apron, 8.0 Each; Sawing Bituminous Pavement, 670.0 Lin. Ft.; Remove Concrete Culvert, 166.0 Lin. Ft.; Remove Metal Culvert, 266.0 Lin. Ft.; Remove Concrete Box Culvert, 24.0 Lin. Ft.; Remove Bituminous Pavement, 5,869.0 Sq. Yd.; Geotextile Fabric Type 5, 2,596.0 Sq. Yd.; Common Excavation, 6,522.0 Cu. Yd.; Select Granular Borrow (CV), 3,981.0 Cu. Yd.; Aggregate Base Class 5 Mod, 4,619.0 Ton; Shoulder Base Aggregate Class 1, 6,333.0 Ton; Milled Rumble Strips, 4.0 Each; Milled Rumble Strips-Intermittent, 55,976.0 Lin. Ft.; Type SP 9.5 Wearing Course Mixture (3,B), 33,353.0 Ton; Fine Filter Aggregate (CV), 59.0 Cu. Yd.; Fine Aggregate Bedding (CV), 243.0 Cu. Yd.; 24" R.C. Pipe Apron, 8.0 Each; 36" R.C. Pipe Apron, 8.0 Each; 58" Span R.C. Pipe-Arch Apron, 2.0 Each; 24" R.C. Pipe Culvert, 236.0 Lin. Ft.; 36" R.C. Pipe Culvert, 184.0 Lin. Ft.; 58" Span R.C. Pipe-Arch Culvert Class II A, 48.0 Lin. Ft.; 4" Precast Concrete Headwall, 16.0 Each; 4" TP Pipe Drain, 224.0 Lin. Ft.; 4" Perf PE Pipe Drain, 1,416.0 Lin. Ft.; Mail Box Support, 19.0 Each; Traffic Control, 2.0 Lump Sum; Erosion Control Blanket Category 3N, 1,015.0 Sq. Yd.; Interim Pavement Marking, 23,328.0 Lin. Ft.; 6" Solid Line Paint, 189,612.0 Lin. Ft.; 4" Solid Line Paint, 15,314.0 Lin. Ft.; 4" Broken Line Paint, 18,966.0 Lin. Ft.; 4.0 Cu. Yd. Shovel, 5.0 Hours; Dozer, 5.0 Hours.
Prime contractors who wish to bid may download the complete set of plans and proposal documents for a fee from: QUESTCDN.com, refer to eBidDoc #6261755.
