- Project Number:
- S.A.P. 054-654-003
- Contract Number:
- Other Project Numbers:
- Project Description:
- Grading, Aggregate Base, Bituminous Surface, Curb and Gutter, Storm Sewer, Lighting
- Construction Location:
- City or Township:
- Ada
- Bid Opening:
- 05/30/2019 2:00 PM
- Expected Award Date:
- 06/04/2019
- Project Start Date:
- 06/04/2019
- Construction Start Date:
- 06/04/2019
- Construction End Date:
- 10/15/2019
- Work Type:
- Grading
- Project Type:
- Road and Street
- Highest Funding Level:
- State
- DBE Project:
- No
NOTICE FOR BIDS
S.A.P. 054-654-003
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 30th day of May, 2019 for Project S.A.P. 054-654-003.
On CSAH 54, From a Point on the North Line of Sec. 17, Located 3,134.54' West of the N.E. Corner Sec. 17, T144N, R46W to that same Point on the North Line of Sec. 17, Located 3,134.54' West of the N.E. Corner Sec. 17, T144N, R46W.
Length of project: 0.233 Miles
Project consists of: Mobilization, 1.0 Lump Sum; Clearing & Grubbing, 1.0 Lump Sum; Sawing Bituminous Pavement (Full Depth), 78.0 Lin. Ft.; Salvage Aggregate Surfacing, 37,150.0 Sq. Ft.; Common Excavation (P), 8,315.0 Cu. Yd.; Common Embankment (CV), 20.0 Cu. Yd.; Aggregate Base Class 5, 2,737.0 Ton; Mill Bituminous Surface (2.0"), 52.0 Sq. Yd.; Type SP 9.5 Wearing Course Mixture (3,B), 592.0 Ton; Type SP 9.5 Non Wearing Course Mixture (3,B), 1,184.0 Ton; 24" RC Pipe Apron, 1.0 Each; 8" PVC Pipe Sewer, 10.0 Lin. Ft.; 12" RC Pipe Sewer, 78.0 Lin. Ft.; 15" RC Pipe Sewer, 66.0 Lin. Ft.; 18" RC Pipe Sewer, 530.0 Lin. Ft.; 24" RC Pipe Sewer, 192.0 Lin. Ft.; Adjust Gate Valve, 1.0 Each; Construct Drainage Structure Design G or H, 8.0 Each; Construct Drainage Structure Design 48-4020, 3.0 Each; Construct Drainage Structure Design 60-4020, 1.0 Each; Adjust Frame and Ring Casting, 1.0 Each; Modify Drainage Structure, 2.0 Each; Geotextile Filter Type 3, 97.0 Sq. Yd.; Random Riprap Class II, 21.0 Cu. Yd.; Granular Filter, 2.0 Cu. Yd.; Concrete Curb and Gutter Design D418, 2,459.0 Lin. Ft.; 6" Concrete Driveway Pavement, 30.0 Sq. Yd.; Stabilized Construction Exit, 1.0 Lump Sum; Storm Drain Inlet Protection, 9.0 Each; Silt Fence Type HI, 946.0 Lin. Ft.; Common Topsoil Borrow, 50.0 Cu. Yd.; Turf Establishment, 2.74 Acre; Lighting System, 1.0 Lump Sum.
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 #6307345.
