Olmsted County Public Works - Highway Project

Rochester, Minnesota

 

Notice to Bidders: 

Sealed bids will be received by the Olmsted County Public Works Department, 2122 Campus Drive SE, Suite 200, Rochester, MN  55904, until 2:00 PM,  on Tuesday, April 2, 2019, after which time, such bids will be publicly opened and read aloud.  Bids will be considered for award on April 16, 2019 at the regular Board of Commissioners meeting held at the Olmsted County Government Center located at 151 4th Street SE, Rochester, MN 55904.

 

The purpose of these bids is for the following project(s):

 

PROJECT NO. SAP 055-605-016

 

LOCATION: CSAH 5 - PINE ISLAND

 

TYPE OF WORK: Grading, Aggregate Base, Concrete Surfacing, Bituminous Shouldering

 

LENGTH: 1.02 Mile

 

Approximate major items of work are:

 

1.00 LS of MOBILIZATION
1.00 EACH of FIELD OFFICE TYPE D
6.27 ACRE of CLEARING
6.27 ACRE of GRUBBING
31.00 TREE of CLEARING
31.00 TREE of GRUBBING
1.00 EACH of REMOVE CONCRETE STRUCTURE
1.00 EACH of REMOVE FOUNDATION
2.00 EACH of SALVAGE METAL APRON
9.00 EACH of SALVAGE LUMINAIRE
1.00 EACH of SALVAGE LIGHTING UNIT
5.00 EACH of SALVAGE SIGN
53.00 L F of SAWING CONCRETE PAVEMENT (FULL DEPTH)
20.00 L F of SAWING BIT PAVEMENT (FULL DEPTH)
266.00 L F of REMOVE CURB & GUTTER
190.00 L F of REMOVE FENCE
178.00 L F of REMOVE DIRECT BURIED LIGHTING CABLE
26.00 L F of SALVAGE PIPE CULVERT
25.00 S Y of REMOVE CONCRETE WALK
10.00 S Y of REMOVE BITUMINOUS PAVEMENT
1.00 LS of ACCESS FACILITY
66,594.00 C Y of EXCAVATION - COMMON(P)
48,772.00 C Y of EXCAVATION - ROCK(P)
10,231.00 C Y of SELECT GRANULAR EMBANKMENT (CV)(P)
1,766.00 C Y of SELECT GRANULAR EMBANKMENT MOD 10% (CV)(P)
90,055.00 C Y of COMMON EMBANKMENT (CV)(P)
35.00 TON of AGGREGATE SURFACING CLASS 2
50.00 HOUR of STREET SWEEPER (WITH PICKUP BROOM)
10,825.00 TON of AGGREGATE BASE CLASS 5 MOD
7,254.00 EACH of DOWEL BAR
14,871.00 S Y of CONCRETE PAVEMENT 8.0"
2,387.00 TON of TYPE SP 12.5 WEARING COURSE MIX (2;B)
529.00 L F of TYPE MOD P-1 BARRIER CONC (3S52)(P)
537.00 L F of TYPE S (TL-4) 36" BARRIER CONC (3S52)(P)
576.00 L F of TYPE S (TL-4) 42" BARRIER CONC (3S52)(P)
599.00 C Y of STRUCTURAL CONCRETE (1G52)(P)
1,049.00 C Y of STRUCTURAL CONCRETE (1X62)(P)
949.00 C Y of STRUCTURAL CONCRETE (3B52)(P)
47,780.00 LB of REINFORCEMENT BARS(P)
392,390.00 LB of REINFORCEMENT BARS (EPOXY COATED)(P)
6,134.00 S F of SIDEWALK CONCRETE (3S52)(P)
1.00 LS of STRUCTURE EXCAVATION
1.00 LS of FOUNDATION PREPARATION PIER 1
1.00 LS of FOUNDATION PREPARATION PIER 2
1.00 LS of FOUNDATION PREPARATION PIER 3
22,520.00 S F of BRIDGE DECK PLANING(P)
28,325.00 S F of BRIDGE SLAB CONCRETE (3YHPC-M)(P)
52.00 EACH of BEARING ASSEMBLY
529.00 L F of ORNAMENTAL METAL RAILING(P)
139.00 L F of EXPANSION JOINT DEVICES TYPE 4(P)
3,121.00 L F of PRESTRESSED CONCRETE BEAMS MN63(P)
741.00 L F of DIAPHRAGMS FOR TYPE MN63 PREST BEAMS(P)
92.00 L F of EXPANSION JOINTS; DESIGN E8H(P)
507.00 S Y of BRIDGE APPROACH PANELS(P)
4.00 EACH of 6X4 PRECAST CONCRETE BOX CULV END SECT
304.00 L F of 6X4 PRECAST CONCRETE BOX CULVERT
177.00 C Y of GRANULAR BEDDING
4.00 EACH of STEEL H-TEST PILE 35 FT LONG 12"
2.00 EACH of STEEL H-TEST PILE 40 FT LONG 12"
2.00 EACH of STEEL H-TEST PILE 45 FT LONG 12"
2.00 EACH of STEEL H-TEST PILE 60 FT LONG 12"
74.00 EACH of PILE REDRIVING
103.00 EACH of PILE TIP PROTECTION 12"
2,368.00 L F of STEEL H-PILING DELIVERED 12"
74.00 EACH of PILE PLACEMENT
74.00 EACH of ROCK SOCKET
1,110.00 L F of PREBORING (EARTH)
3,390.00 L F of STEEL H-PILING 12"
6.00 EACH of 18" GS PIPE APRON
2.00 EACH of 24" GS PIPE APRON
2.00 EACH of 15" RC PIPE APRON
2.00 EACH of INSTALL METAL APRON
119.00 L F of 18" CS PIPE CULVERT
98.00 L F of 24" CS PIPE CULVERT
26.00 L F of INSTALL PIPE CULVERT
1.00 LS of DRAINAGE SYSTEM TYPE (B910)
168.00 L F of 15" RC PIPE SEWER
6.00 EACH of CONST DRAINAGE STRUCTURE DESIGN N
1.00 LS of INFILTRATION/FILTRATION SYSTEM
3.00 EACH of CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4024
2,340.00 S Y of GEOTEXTILE FILTER TYPE 7
3,309.00 C Y of RANDOM RIPRAP CLASS III
3,730.00 S F of 4" CONCRETE WALK
221.00 L F of CONCRETE CURB & GUTTER DESIGN B424
1,541.00 L F of CONCRETE CURB & GUTTER DESIGN B624
18.00 S Y of CONCRETE MEDIAN
112.00 S F of TRUNCATED DOMES
1.00 LS of CONDUIT SYSTEM (FUTURE)
2.00 EACH of LIGHTING UNIT TYPE 9-40
10.00 EACH of LUMINAIRE (LED) 40 FOOT
2.00 EACH of LIGHT FOUNDATION DESIGN E
102.00 L F of 3" NON-METALLIC CONDUIT
545.00 L F of DIRECT BURIED LIGHTING CABLE 4/C 4 AWG
1.00 EACH of INSTALL LIGHTING UNIT
1.00 EACH of END TREATMENT-TANGENT TERMINAL
112.50 L F of TRAFFIC BARRIER DESIGN TYPE 31
75.00 L F of TRAFFIC BARRIER DESIGN TRANS TYPE 31
2.00 AMBY of IMPACT ATTENUATOR
1.00 LS of TRAFFIC CONTROL
1.00 EACH of SIGN SUPPORT CANTILEVER
1.00 EACH of OBJECT MARKER TYPE X4-2
3.00 EACH of OBJECT MARKER TYPE X4-5
126.20 S F of SIGN PANELS TYPE C
168.00 S F of SIGN PANELS TYPE D
1.00 EACH of INSTALL SIGN
2.00 LS of STABILIZED CONSTRUCTION EXIT
9.00 EACH of STORM DRAIN INLET PROTECTION
6.00 EACH of CULVERT END CONTROLS
10,805.00 L F of SILT FENCE; TYPE MS
541.00 L F of FLOTATION SILT CURTAIN TYPE STILL WATER
592.00 L F of FLOTATION SILT CURTAIN TYPE MOVING WATER
105.00 L F of SEDIMENT CONTROL LOG TYPE WOOD FIBER
1,125.00 L F of SEDIMENT CONTROL LOG TYPE BLANKET SYSTEM
1,000.00 C Y of COMMON TOPSOIL BORROW
1,560.00 C Y of FILTER TOPSOIL BORROW
5,463.00 LB of FERTILIZER TYPE 3
46,405.00 S Y of EROSION CONTROL BLANKETS CATEGORY 3N
783.00 S Y of EROSION CONTROL BLANKETS CATEGORY 6N
18.31 ACRE of SEEDING
8.30 ACRE of DISK ANCHORING
54.92 ACRE of MOWING
668.00 LB of SEED MIXTURE 35-241
17.44 TON of MULCH MATERIAL TYPE 3
50.00 MGAL of WATER
50.00 MGAL of RAPID STABILIZATION METHOD 3
1,694.00 L F of 4" SOLID LINE MULTI COMP GR IN (WR)
11,075.00 L F of 6" SOLID LINE MULTI COMP GR IN (WR)
41.00 L F of 24" SOLID LINE MULTI COMP GR IN (WR)
2,600.00 L F of 4" BROKEN LINE MULTI COMP GR IN (WR)
102.00 L F of 12" DOTTED LINE MULTI COMP GR IN (WR)
1,701.00 L F of 4" DBLE SOLID LINE MULTI COMP GR IN (WR)
426.00 S F of CROSSWALK MULTI COMP GR IN (WR)

 

Project documents are available at https://egram.co.olmsted.mn.us  You may download the complete set of digital bidding documents for each project.  Download and contact information is available at the above website.  Project documents can be viewed at the County Engineer’s office located at 2122 Campus Drive SE, Suite 200, Rochester, MN 55904

 

Project related inquiries will only be addressed online at the above website.  Instructions for posting questions and receiving answers are available at the same website under the "Project Files" tab.  The Engineer will answer questions within 2 business days.  Every attempt will be made to answer posted questions, although no answers will be provided to questions posted after 2:00 pm on the day prior to a bid opening.

 

A certified check or bidders bond for at least 5% of the amount of the bid must be submitted in a sealed envelope with the name of the bidder and the nature of the bid clearly indicated.  The County reserves the right to reject any or all bids.

 

Plan holders list is available at https://egram.co.olmsted.mn.us 

 

Kaye M. Bieniek

County Engineer,

Olmsted County