Contract Number:
26-6
Projects:
SAP 064-604-060
Other Projects:
SAP 064-605-036
Contract Description:
CSAH 4 Bridge Replacement
CSAH 5 Bridge Replacement
Construction Location:
On CSAH 4 between CSAH 5 and and Duncan Ave.
On CSAH 5 between 180th St. and CSAH 4
City or Township:
Bid Opening Date & Time:
11/10/2026, 4:00 PM
Award Date:
11/17/2026
Contract Start Date:
3/15/2027
Construction Start Date:
3/15/2027
Construction End Date:
10/1/2027
Work Type:
Aggregate, Bituminous, Bridge, Concrete
Project Type:
Bridges
Highest Funding Level:
State
DBE:
No
Bridge Replacements, Approach Grading, Bituminous Surfacing and Aggregate Shoulders.
| Number | Description | Unit | Quantity |
|---|---|---|---|
2021.501 | MOBILIZATION | LUMP SUM | 2 |
2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2094 |
2106.507 | COMMON EMBANKMENT (CV) | CU YD | 6017 |
2106.507 | COMMON EMBANKMENT (CV) | CU. YD. | 688 |
2106.507 | EXCAVATION COMMON | CU YD | 1556 |
2106.507 | EXCAVATION - COMMON | CU. YD. | 846 |
2211.509/00070 | AGGREGATE BASE CLASS 5 | TON | 2969 |
2215.504 | FULL DEPTH RECLAMATION | SQ. YD. | 1640 |
2221.509/00010 | SHOULDER BASE AGGREGATE CLASS 1 | TON | 108 |
2360.509 | TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) | TON | 798 |
2360.509/22300 | TYPE SP 12.5 WEARING COURSE MIX (2,C) | TON | 1091 |
2401.503 | TYPE S 36" BARRIER CONC (3S52) | LIN FT | 147 |
2401.503 | TYPE S 36" BARRIER CONCRETE (3S52) | LIN. FT. | 190 |
2401.507 | STRUCTURAL CONCRETE (3B52) | CU YD | 78 |
2401.507 | STRUCTURAL CONCRETE (3B52) | CU. YD. | 114 |
2401.508 | REINFORCEMENT BARS (EPOXY COATED) | POUND | 104180 |
2401.518 | BRIDGE SLAB CONCRETE (3YHPC-M) | SQ FT | 2815 |
2401.518 | BRIDGE SLAB CONCRETE (3YHPC-M) | SQ. FT. | 3674 |
2401.601 | SLOPE PREPARATION | LUMP SUM | 2 |
2401.601 | STRUCTURE EXCAVATION | LUMP SUM | 2 |
2402.508 | STRUCTURAL STEEL (3306) | POUND | 1226 |
2405.503 | PRESTRESSED CONCRETE BEAMS 30MH | LIN FT | 285 |
2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 2 |
2451.609 | STRUCTURAL BACKFILL | TON | 830 |
2452.502 | C-I-P CONCRETE TEST PILE 90 FT LONG 12" | EACH | 2 |
2452.502 | C-I-P CONCRETE TEST PILE 90 FT LONG 16" | EACH | 2 |
2452.502/02070 | C-I-P CONC TEST PILE 70 FT LONG 12" | EACH | 2 |
2452.503 | C-I-P CONCRETE PILING 12" | LIN FT | 600 |
2452.503 | C-I-P CONCRETE PILING 12" | LIN. FT. | 640 |
2452.503 | C-I-P CONCRETE PILING 16" | LIN. FT. | 640 |
2452.602 | POLYETHYLENE PILING SLEEVE 24" | EACH | 12 |
2452.603 | PILE SLEEVES | LIN. FT. | 80 |
2511.509/00013 | RANDOM RIPRAP CLASS III | TON | 1148 |
2531.503 | CONCRETE CURB AND GUTTER DESIGN SPECIAL | LIN FT | 24 |
2554.502 | END TREATMENT TANGENT TERMINAL | EACH | 3 |
2554.503 | TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 | LIN FT | 113 |
2554.503 | TRAFFIC BARRIER DESIGN TYPE 31 | LIN FT | 38 |
2554.615 | IMPACT ATTENUATOR | ASSEMBLY | 1 |
2573.503 | FLOTATION SILT CURTAIN TYPE MOVING WATER | LIN FT | 700 |
2573.503 | FLOTATION SILT CURTAIN TYPE MOVING WATER | LIN. FT. | 300 |
2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 2720 |
2573.503 | SEDIMENT CONTROL LOG TYPE WOOD FIBER | LIN. FT. | 730 |
2573.503 | SILT FENCE, TYPE MS | LIN. FT. | 1250 |
2575.501 | TURF ESTABLISHMENT | LUMP SUM | 1 |
2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 500 |
2575.504 | RAPID STABILIZATION METHOD 4 | SQ. YD. | 1975 |
2575.504 | ROLLED EROSION PREVENTION CATEGORY 20 | SQ YD | 8108 |
2575.504 | ROLLED EROSION PREVENTION CATEGORY 74 | SQ YD | 374 |
2582.503 | 4" BROKEN LINE PAINT | LIN FT | 150 |
2582.503 | 4" BROKEN LINE PAINT | LIN. FT. | 130 |
2582.503 | 4" SOLID LINE PAINT | LIN FT | 1500 |
2582.503 | 4" SOLID LINE PAINT | LIN. FT. | 1905 |
Contract Owner
Klisch, Nick
1820 E. Bridge Street
Redwood Falls, MN 56283
Contract Engineer
Klisch, Nick
1820 East Bridge Street
Redwood Falls, MN 56283