Contract Number:
26-2
Projects:
SAP 064-598-035
Other Projects:
SAP 064-599-137 SAP 064-599-146 SAP 064-599-147 SAP 064-607-054
Contract Description:
CR 70, Delhi Twp., Granite Rock Twp., Westline Twp., CSAH 7 Bridge Replacements
Construction Location:
SAP 064-598-035 on CR 70 between CSAH 17 and TH 71 SAP 064-599-137 on Impala Ave. between 360th St. and 370th St. SAP 064-599-146 on Duncan Ave. between CR 66 and TH 68 SAP 064-599-147 on Bunker Ave. between TH 68 and 250th St. SAP 064-607-054 on CSAH 7 between CR 66 and TH 68
City or Township:

Bid Opening Date & Time:
2/5/2026, 4:00 PM
Award Date:
2/17/2026
Contract Start Date:
5/4/2026
Construction Start Date:
5/4/2026
Construction End Date:
8/14/2026
Work Type:
Bridge
Project Type:
Bridges
Highest Funding Level:
State
DBE:
No
TYPE OF WORK: Bridge Replacement, Approach Grading, Bituminous Surfacing, Aggregate Surfacing
Major Items
NumberDescriptionUnitQuantity
2021.501/00010
MOBILIZATION
LS
5
2104.503/00255
REMOVE PIPE CULVERTS
L F
893
2104.504/00120
REMOVE BITUMINOUS PAVEMENT
S Y
576
2112.603/00020
SUBGRADE PREPARATION
L F
250
2118.509/00050
AGGREGATE SURFACING CLASS 5
TON
2059
2211.509/00070
AGGREGATE BASE CLASS 5
TON
950
2221.509/00010
SHOULDER BASE AGGREGATE CLASS 1
TON
342
2360.509
TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C)
TON
242
2401.601/00040
APPROACH GRADING
LS
5
2412.502
12X9 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
2
2412.502
14X10 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
4
2412.502
14X11 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
4
2412.502
14X12 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
2
2412.502
14X8 PRECAST CONCRETE BOX CULVERT END SECTION
EACH
2
2412.502
14'X9' PRECAST CONC. BOX CULV. END SECTION (15 DEG)
EACH
2
2412.503
14x8 PRECAST CONCRETE BOX CULVERT
L F
42
2412.503
14x9 PRECAST CONCRETE BOX CULVERT
L F
56
2412.503/12090
12X9 PRECAST CONCRETE BOX CULVERT
L F
64
2412.503/14100
14X10 PRECAST CONCRETE BOX CULVERT
L F
112
2412.503/14110
14X11 PRECAST CONCRETE BOX CULVERT
L F
108
2412.503/14120
14X12 PRECAST CONCRETE BOX CULVERT
L F
54
2442.501/00010
REMOVE EXISTING BRIDGE
LS
5
2451.507/00035
STRUCTURE EXCAVATION CLASS U
C Y
9337
2451.609/00030
GRANULAR BACKFILL
TON
13972
2451.609/00050
PIPE BEDDING MATERIAL
TON
1909
2501.502/04015
15" GS PIPE APRON
EACH
13
2501.502/04018
18" GS PIPE APRON
EACH
4
2501.503/12015
15" CS PIPE CULVERT
L F
1130
2501.503/12018
18" CS PIPE CULVERT
L F
320
2511.509/00013
RANDOM RIPRAP CLASS III
TON
2090
2563.601/00010
TRAFFIC CONTROL
LS
5
2573.502/00140
CULVERT END CONTROLS
EACH
17
2573.503/00031
FLOTATION SILT CURTAIN TYPE MOVING WATER
L F
1000
2573.503/00060
SEDIMENT CONTROL LOG TYPE STRAW
L F
8290
2575.501/00020
TURF ESTABLISHMENT
LS
5
2575.504
ROLLED EROSION PREVENTION CATEGORY 20
S Y
11001
2575.504/00110
RAPID STABILIZATION METHOD 4
S Y
2500
2582.503/10104
4" SOLID LINE PAINT
L F
500
Contract Owner
Klisch, Nick
1820 E. Bridge Street
P.O. Box 6
Redwood Falls, MN   56283
Contract Engineer
Klisch, Nick
1820 East Bridge Street
Redwood Falls, MN   56283