- Project Number:
- 20-8
- Contract Number:
- 20-8
- Other Project Numbers:
- 20-8 SAP 064-617-031
- Project Description:
- CSAH 17 Culvert Replacement
- Construction Location:
- In Section 8 of Charlestown Township on CSAH 17 over Redwood County Ditch 102
- City or Township:
- Bid Opening:
- 08/13/2020 10:00 AM
- Expected Award Date:
- 08/18/2020
- Project Start Date:
- 08/31/2020
- Construction Start Date:
- 09/08/2020
- Construction End Date:
- 11/13/2020
- Work Type:
- Bridge
- Project Type:
- Bridges
- Highest Funding Level:
- State
- DBE Project:
- No
Existing culvert replacement in Section 8 of Charlestown Township on CSAH 17 over Redwood County Ditch 102 (AKA Coalmine Creek);
Geographical Description: On CSAH 17 1.27 miles north of T.H. 14 to 0.67 miles south of 150th St.;
Legal Description: On CSAH 17 from the east line of SW 1/4 Section 8, T109N, R36W to the west line of SE 1/4 Section 8, T109N, R36W
Project Major Items:
| Number | Item | Units | Quantity |
|---|
| 2021.501/00010 | MOBILIZATION | LS | 1.00 |
| 2105.601/00015 | DEWATERING | LS | 1.00 |
| 2105.607/00460 | HAUL & STOCKPILE EXCESS MATERIAL | C Y | 990.00 |
| 2118.509/00050 | AGGREGATE SURFACING CLASS 5 | TON | 130.00 |
| 2211.509/00070 | AGGREGATE BASE CLASS 5 | TON | 335.00 |
| 2232.504/00010 | MILL BITUMINOUS SURFACE | S Y | 200.00 |
| 2360.509/12200 | TYPE SP 9.5 WEARING COURSE MIX (2,B) | TON | 180.00 |
| 2360.509/22205 | TYPE SP 12.5 NON WEAR COURSE MIX (2,B) | TON | 90.00 |
| 2451.507/00060 | GRANULAR BACKFILL (LV) | C Y | 640.00 |
| 2451.609/00050 | PIPE BEDDING MATERIAL | TON | 550.00 |
| 2501.502/05048 | 48" RC PIPE APRON | EACH | 2.00 |
| 2501.502/15073 | 73" SPAN RC PIPE-ARCH APRON | EACH | 6.00 |
| 2501.503/19733 | 73" SPAN RC PIPE-ARCH CULV CL IIIA | L F | 168.00 |
| 2501.602/47000 | PIPE TIES | EACH | 14.00 |
| 2511.509/00013 | RANDOM RIPRAP CLASS III | TON | 610.00 |
| 2573.503/00054 | FILTER BERM TYPE 5 | L F | 100.00 |
| 2573.503/00060 | SEDIMENT CONTROL LOG TYPE STRAW | L F | 507.00 |
| 2575.504/00110 | RAPID STABILIZATION METHOD 4 | S Y | 715.00 |
