- Project Number:
- S.P. 054-618-017
- Contract Number:
- Other Project Numbers:
- Project Description:
- Culvert No. 54J32 and Approach Grading
- Construction Location:
- City or Township:
- Bid Opening:
- 03/17/2020 10:00 AM
- Expected Award Date:
- 04/07/2020
- Project Start Date:
- 05/01/2020
- Construction Start Date:
- 05/01/2020
- Construction End Date:
- 09/30/2020
- Work Type:
- Pipe and Culvert
- Project Type:
- Road and Street
- Highest Funding Level:
- Federal
- DBE Project:
- Yes
NOTICE FOR BIDS
S.P. 054-618-017
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 10:00 a.m. on the 17th day of March 2020, for S.P. 054-618-017.
Located 0.9 Miles North of Jct. C.R. 135 on C.S.A.H. 18 Over Judicial Ditch 53 Lat. 2, 9.5 Miles Northwest of Ada, MN.
Length of the project: 0.380 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 THIS PROJECT
Project consists of: Mobilization, 1.0 Lump Sum; Salvage Flap Gate, 3.0 Each; Remove Pipe Culverts, 182.0 Lin. Ft.; Sawing Bituminous Pavement (Full Depth), 56.0 Lin. Ft.; Remove Bituminous Pavement, 703.0 Sq. Yd.; Geotextile Fabric Type 5, 990.0 Sq. Yd.; Common Excavation, 158.0 Cu. Yd.; Common Borrow (LV), 51.0 Cu. Yd.; Temporary Stream Diversion System, 1.0 Lump Sum; Aggregate Base (CV) Class 5, 386.0 Cu. Yd.; Shoulder Base Aggregate (CV) Class 5, 11.0 Cu. Yd.; Bituminous Material for Tack Coat, 50.0 Gallon; Type SP 9.5 Wearing Course Mixture (2,B), 199.0 Ton; 12x9 Precast Concrete Box Culvert End Section, 4.0 Each; 14x11 Precast Concrete Box End Section, 2.0 Each; 12x9 Precast Concrete Box Culvert, 108.0 Lin. Ft.; 14x11 Precast Concrete Box Culvert, 54.0 Lin. Ft.; Remove Existing Bridge, 1.0 Lump Sum; Granular Backfill (CV), 270.0 Cu. Yd.; Coarse Aggregate Bedding (CV), 761.0 Cu. Yd.; 46" GS Pipe Apron, 1.0 Each; 36" RC Pipe Apron, 1.0 Each; 48" RC Pipe Apron, 1.0 Each; 36" CS Pipe Culvert, 62.0 Lin. Ft.; 36" RC Pipe Culvert, 62.0 Lin. Ft.; 48" RC Pipe Culvert, 60.0 Lin. Ft.; Geotextile Filter Type 7, 550.0 Sq. Yd.; Random Riprap Class III, 235.0 Cu. Yd.; Traffic Control, 1.0 Lump Sum; Silt Fence Type MS, 473.0 Lin. Ft.; Temporary Sediment Trap, 1.0 Each; Turf Establishment, 1.0 Lump Sum; Erosion Control Blankets Category 3N, 1,377.0 Sq. Yd.; Rapid Stabilization Method, 0.28 Acre.
Prime Contractors who wish to bid may download the complete set and proposal documents for a fee from: QUESTCDN.com, refer to eBidDoc #6821935.
