- Project Number:
- S.A.P. 054-603-014
- Contract Number:
- Other Project Numbers:
- Project Description:
- Grading, Bituminous Reclamation, Aggregate Base
- Construction Location:
- City or Township:
- Bid Opening:
- 04/01/2019 2:00 PM
- Expected Award Date:
- 04/02/2019
- Project Start Date:
- 04/02/2019
- Construction Start Date:
- 04/02/2019
- Construction End Date:
- 09/27/2019
- Work Type:
- Grading
- Project Type:
- Road and Street
- Highest Funding Level:
- State
- DBE Project:
- No
NOTICE FOR BIDS
S.A.P. 054-603-014; S.A.P. 054-603-015
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 1st day of April, 2019 for Projects S.A.P. 054-603-014 and S.A.P. 054-603-015.
On CSAH 3, Beginning 1.42 Miles West of Int. TH 75 to 5,176.0' East of Same, Located 0.28 Mile West of Shelly, MN; On CSAH 3, From 2,047.0' West of the CSAH 3 & TH 75 Junction to the Junction of CSAH 3 & TH 75.
Length of all projects: 1.357 Miles
Projects consist of: Clearing, 0.92 Acre; Grubbing, 0.92 Acre; Salvage Flap Gate, 3.0 Each; Remove Catch Basin, 1.0 Each; Salvage Pipe Culvert, 753.0 Lin. Ft.; Remove Pipe Culvert, 168.0 Lin. Ft.; Sawing Bituminous Pavement (Full Depth), 136.0 Lin. Ft.; Common Excavation, 42,027.0 Cu. Yd.; Common Borrow (CV), 5,765.0 Cu. Yd.; Common Borrow (EV), 10,330.0 Cu. Yd.; Aggregate Base (LV) Class 5 Modified, 1,149.0 Cu. Yd.; Aggregate Base Class 5 Modified, 1,919.0 Ton; Full Depth Reclamation, 18,135.0 Sq. Yd.; Haul Full Depth Reclamation (LV), 9,721.0 Cu. Yd.; 18" G.S. Pipe Apron, 24.0 Each; 24" G.S. Pipe Apron, 2.0 Each; 36" G.S. Pipe Apron, 4.0 Each; 24" R.C. Pipe Apron, 1.0 Each; 30" R.C. Pipe Apron, 1.0 Each; Flap Gate for 24" R.C. Pipe, 1.0 Each; 18" C.S. Pipe Culvert, 710.0 Lin. Ft.; 24" C.S. Pipe Culvert, 44.0 Lin. Ft.; 36" C.S. Pipe Culvert, 116.0 Lin. Ft.; 24" R.C. Pipe Culvert, 136.0 Lin. Ft.; 30" R.C. Pipe Culvert 194.0 Lin. Ft.; Flap Gate for 24" R.C. Pipe, 1.0 Each; Flap Gate for 30" R.C. Pipe, 1.0 Each; Construct Drainage Structure Design Special, 1.0 Each; Traffic Control, 2.0 Lump Sum; Inlet Protection, 12.0 Each; Silt Fence Type MS, 3,377.0 Lin. Ft.; Sediment Control Log Type Straw, 368.0 Lin. Ft.; Fertilizer Type 2, 540.0 Pound; Erosion Control Blanket Category 3N, 17,579.0 Sq. Yd.; Disk Anchoring, 11.0 Acre; Seeding, 17.0 Acre; Seed Mixture 25-141, 954.0 Pound; Seed Mixture 25-151, 96.0 Pound; Hydraulic Mulch Matrix, 20,650.0 Pound; Mulch Material Type 1, 22.0 Ton; Motor Grader, 9.0 Hour; 4.0 Cu. Yd. Shovel, 9.0 Hour; Dozer, 9.0 Hour.
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 #6185592.
