Some of the projects published by Bid Ocean in 2004 in the state of Wisconsin
| Owner Solicitation Name: | Madison Area Technical College - Roof Rehabilitation
| | Owner Name: | Madison Area Technical College, Purchasing Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Install a new roofing system.
|
| | Owner Solicitation Name: | Fire Alarm Upgrade, Public Address and Clock System Install
| | Owner Name: | Madison Area Technical College, Purchasing Office
| | Enginner Name: | Affiliated Engineers, Inc
| | Plankeeper Name |
| | Scope: | Replace the existing fire alarm system with a new
fire alarm system, install a new public address
system and install a new clock system.
|
| | Owner Solicitation Name: | Truax, Arts and Sciences Division Office Remodeling
| | Owner Name: | Madison Area Technical College, Purchasing Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | General reconfiguration of the entire office area
(1,400 SF +/-), including new walls, flooring,
and ceilings.
|
| | Owner Solicitation Name: | Madison Area Technical College - Commercial Avenue, Building A, Room A263, A263A, A271
| | Owner Name: | Madison Area Technical College, Purchasing Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | General renovation of 3 existing classrooms into
4 new classrooms, including new walls, and
ceilings.
|
| | Owner Solicitation Name: | HVAC Construction Project
| | Owner Name: | Washington, County of
| | Enginner Name: | ERS/GMB Engineering Equipment, Inc.
| | Plankeeper Name |
| | Scope: | Renovating and upgrading the existing HVAC System.
|
| | Owner Solicitation Name: | Re-Attach Wall Panels
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Re-attach existing exterior fiber reinforced wall
panels Seal joints between panels.
|
| | Owner Solicitation Name: | 2004 Sidewalk Construction
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 21,000 SF 4" concrete sidewalk, 1,600 SF 5"
concrete sidewalk, 3,000 SF 6" concrete sidewalk
And other appurtenant items of removal and
replacement.
|
| | Owner Solicitation Name: | 4th Street Repairs and Fiber Optics
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Furnishing and installing 2,400 LF of 2" fiber
optic cable, conduit and appurtenances by
directional boring. Project further
requires removal and replacement of 7,000 SF of
concrete pavement of various thickness and 2,000
LF of concrete curb and gutter.
|
| | Owner Solicitation Name: | 2004 Curb and Gutter and Pavement Replacement and Repair at Miscellaneous Locations Throughout the City
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 3,550 LF curb and gutter, 700 SY concrete
pPavement, 1,500 SF concrete sidewalk and other
appurtenant items of removal and replacement.
|
| | Owner Solicitation Name: | Riverside Park - South Restroom Improvements Project
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Install trussed roof system, Electrical up-grade,
Plumbing up-grade.
|
| | Owner Solicitation Name: | Carpet Replacement Police Department - 2nd Floor City Hall, Airport Terminal Building - Upper Level, Main Library - Lower Level
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Carpet Replacement - Approximately 645 SY, 575
SY, 306 SY.
|
| | Owner Solicitation Name: | Directional Bore Watermain - Main Street
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Directional Bore approximately 895 LF of 26"
(OD) / 22" (ID) DR 13.5 HDPE watermain under
Street. Work also includes ductile iron
watermain installation, signal detector loop
work, pavement removal and replacement and
appurtenant items of mechanical work.
|
| | Owner Solicitation Name: | Well 14H Repairs
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Work generally consists of: removing well pump
and 20" diameter screen and casing from a 145 LF
deep gravel-pack type well, installing a new
screen and casing pipe while maintaining the
gravel pack, and reinstalling the existing pump
and motor.
|
| | Owner Solicitation Name: | King Streetscape Improvements
| | Owner Name: | La Crosse, City of, Dept. of Public Works
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 150 LF curb and gutter, 4,200 SF concrete
flatwork, 1,500 SF brick pavers, 400 LF copper
water service and hardware irrigation system,
overhead canopy fFoundation work, ornamental
lLighting, 1,000 LF electrical cConduit and
wiring, ornamental bollards and appurtenant items
of storm sewer construction, removal and
replacement.
|
| | Owner Solicitation Name: | DHFS Satellite Dish Installation
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Structural steel frame shall be constructed over
and connected to the existing roof framing at the
One West Wilson Street DHFS offices. The
structural frame will support the installation of
3.8 meter solid commercial antenna. The
contractor shall take delivery and unload the
antenna at the job site, hoist the antenna to the
roof and secure it to the steel frame. The
purchase, final wiring and start up of the
antenna will be by others. Wiring to the antenna
from the 11th floor communication room will be by
this contract. Ground wire from the satellite
dish to the third basement level will be by this
contract.
|
| | Owner Solicitation Name: | Holmen Middle School Gym Floor Bid
| | Owner Name: | Holmen School District
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | New wooden gym floor at the school.
|
| | Owner Solicitation Name: | Filter Cake Hauling Services
| | Owner Name: | Superior Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Hauling of partially dewatered filter-press cake -
sludge.
|
| | Owner Solicitation Name: | Waukesha Metro Transit - Office Remodeling
| | Owner Name: | Waukesha DPW Engineer
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Approximately 750 SF of interior remodeling of
office spaces.
|
| | Owner Solicitation Name: | City Hall Chiller Replacement
| | Owner Name: | Waukesha DPW Engineer
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Chiller replacement.
|
| | Owner Solicitation Name: | Main Street Reconstruction
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 410,146 CY; Excavation Rock,
200 CY; Borrow, 8,009 CY; Backfill Granular,
8,808 CY; Backfill Structure, 493 CY; Base
Aggregate Dense, 276,486 Ton; Base Aggregate Open
Graded, 6,497 Ton; Concrete Pavement, 187,867 SY;
Concrete Masonry Retaining Walls, 373 CY;
Concrete Masonry Endwalls, 89 CY; Bar Steel
Reinforcement, 3,810 Lbs; Structural Steel HS,
253,751 Lbs; Pavement Marking Epoxy, 191,258 LF;
Construction Staking, 200,520 LF; Construction
Staking, 303 Each; Construction Staking, 4 LS;
QMP Base Aggregate, 256,537 Ton; QMP HMA Mixture,
19,941 Ton; QMP Concrete Pavement Rural, 27 Days;
QMP Concrete Urban, 6 Days; Incentive Profile
Index Concrete Pavement, 79,560 Dol; Incentive
Strength Concrete Pavement, 41,938 Dol; Culvert
Pipe, 125 LF 12, 2,865 LF 18, 185 LF 24; Pipe
Underdrain, 8,705 LF 6; Pipe Underdrain
Unperforated, 105 LF 6; Culvert Pipe Reinforced
Concrete, 1,111 LF 18, 1,209 LF 36, 195 LF 72,
1,662 LF 24, 187 LF 48, 342 LF 30, 347 LF 60;
Storm Sewer Pipe Reinforced Concrete, 875 LF 12,
3,796 LF 24, 193 LF 15, 217 LF 30, 457 LF
18, 2,100 LF 36; Culvert Pipe Reinforced
Concrete Horizontal Elliptical, 35 LF 24 X 38,
98 LF 38 X 60, 486 LF 34 X 53, 210 LF 43 X
68, 180 LF 53 X 83; Concrete Curb and Gutter,
32,782 LF; Concrete Sidewalk, 35,567 SF; Steel
Plate Beam Guard, 1,238 LF; Steel Plate Beam
Guard Energy Absorbing Terminals, 16 Each;
Asphaltic Surface, 11,356 Ton; HMA Pavement
Type E-0.3, 16,022 Ton, Type E-1, 3,786 Ton;
Asphalt MS, SS, CSS, 2,255 Gals; Asphaltic
Material, 1,191 Ton; Precast Panels, 12,852 SF;
Exposed Aggregate Concrete Sidewalk, 19,986 SF;
Brick Band, 7,279 SY; Colored Concrete Sidewalk,
380 SY; Excavation, Hauling and Disposal of
Petroleum Contamination, 1,195 Ton; Select
Crushed Material, 230,001 Ton; Asphaltic Flumes,
594 SY; Asphaltic Shoulder Rumble Strip, 72,711
LF; Wall Modular Block Gravity, 3,363 SF; Riprap
Light, 330 CY; Riprap Medium, 170 CY; Riprap
Heavy, 510 CY; Marker Posts Right-of-Way,
468 Each; Fence Woven Wire 4-Ft, 1,688 LF; Fence
Chain Link, 4-Ft, 556 LF; Fence Safety,
5,500 LF; Wood Posts, 329 Each; Signs Reflective
Type II, 2,485.13 SF; Geotextile Fabric,
7,665 SY; Conduit Rigid Nonmetallic, 8,053 LF;
Pull Boxes, 10 Each; Concrete Bases, 59 Each;
Foundation Drilling 2-Ft Diameter, 4,021 LF;
Special Water Valve Box Adjustment, 32 Each; Curb
Stop Box Adjustment, 69 Each; Water Service
Lateral Vertical Offset, 13 Each; 8-Inch Ductile
Iron Water Main Vertical Offset, 1 Each; 4-Inch
Sanitary Force-Main Vertical Offset, 1 Each;
Insulation Between New Storm Sewer and Local
Utilities, 44 Each.
|
| | Owner Solicitation Name: | Road Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Estimate of Principal Items: Excavation Common,
255 CY; Backfill Structure, 330 CY; Base
Aggregate Dense, 435 Ton; Breaker Run, 300 Ton;
Concrete Masonry Endwalls, 39 CY;
Construction Staking, 500 LF; Construction
Staking, 1 Each; Construction Staking, 1 LS;
Culvert Pipe Reinforced Concrete, 49 LF 36, 148
LF 72; Asphaltic Surface, 120 Ton; Asphalt MS,
SS, CSS, 15 Gals.
|
| | Owner Solicitation Name: | Structure Maintenance Repair
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Structure repainting: Breaker Run, 490 CY;
Pavement Marking Epoxy, 250 LF; Culvert
Pipe Temporary, 640 LF 30; Structure Repainting
Recycled Abrasive, 2 LS; Structure Overcoating,
Cleaning and Priming, 2 LS; Containment and
Collection of Waste Materials, 2 LS; Negative
Pressure Containment and Collection of Waste
Materials (Abrasive Blast), 2 LS; Geotextile
Fabric Type MS, 17,300 SY; Mat Organic 6-Inch,
8,625 SY; Environmental Protection Wetland Area,
1 LS.
|
| | Owner Solicitation Name: | Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 233 CY; Borrow, 170 CY;
Backfill Structure, 250 CY; Base Aggregate Dense,
365 CY; Concrete Masonry Bridges, 146 CY; Bar
Steel Reinforcement, 4,780 Lbs; Bar Steel
Reinforcement Coated, 13,850 Lbs; Piling CIP
Concrete, 840 LF 10.75"; Construction Staking,
704 LF; Construction Staking, 1 LS; Asphaltic
Surface, 169 Ton; Asphalt MS, SS, CSS, 22 Gals;
Railing Tubular Type F, 1 LS; Riprap Heavy, 160
CY.
|
| | Owner Solicitation Name: | Keitel Road Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 855 CY; Borrow, 597 CY;
Backfill Structure, 200 CY; Base Aggregate Dense,
220 CY; Breaker Run, 110 CY; Concrete Masonry
Bridges, 159 CY; Bar Steel Reinforcement, 6,330
Lbs; Bar Steel Reinforcement Coated, 17,090 Lbs;
Piling CIP Concrete, 1,272 LF 10.75", 575 LF 12";
Construction Staking, 1,018 LF; Construction
Staking, 1 LS; Asphaltic Surface, 86 Ton; Asphalt
MS, SS, CSS, 10 Gals; Railing Tubular Type F, 1
LS; Riprap Heavy, 140 CY.
|
| | Owner Solicitation Name: | Plain
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Base Aggregate Dense, 28,100 Ton; Pavement
Marking Epoxy, 198,400 LF; Construction Staking,
59,335 LF; QMP HMA Mixture, 50,100 Ton; Concrete
Curb and Gutter, 2,165 LF; Steel Plate Beam
Guard, 5,245 LF; Steel Plate Beam Guard Energy
Absorbing Terminals, 32 Each; HMA Pavement Type E-
1, 50,100 Ton; Asphalt MS, SS, CSS, 4,900 Gals;
Asphaltic Material, 3,000 Ton; Pulverize and
Relay, 150,400 SY.
|
| | Owner Solicitation Name: | Transportation Improvements
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 84,909 CY; Backfill Granular,
24,000 CY; Base Aggregate Dense, 64,334 Ton;
Concrete Pavement, 34,917 SY; Pavement Marking
Epoxy, 19,785 LF; Construction Staking, 52,331
LF; Construction Staking, 161 Each; Construction
Staking, 1 LS; QMP Base Aggregate, 64,334 Ton;
QMP HMA Mixture, 14,839 Ton; QMP HMA Pavement
Nuclear Density, 13,180 Ton; QMP Concrete Urban,
55 Days; Incentive Strength Concrete Pavement,
8,030 Dol; Storm Sewer Pipe Reinforced Concrete,
3,547 LF 12, 830 LF 30, 870 LF 18, 116 LF 36,
1,244 LF 24, 1,178 LF 42; Concrete Curb and
Gutter, 33,247 LF; Concrete Sidewalk, 51,228 SF;
Asphaltic Surface, 430 Ton; HMA Pavement Type E-
1, 1,659 Ton, Type E-30, 13,180 Ton; Asphalt MS,
SS, CSS, 1,858 Gals; Asphaltic Material, 889 Ton;
Concrete Driveway 7", 1,025 SY; Signs Reflective
Type II, 609 SF; Sod Erosion Control, 19,725 SY;
Shrubs, 19 Each; Temporary Pavement Marking,
17,290 LF; Temporary Pavement Marking Removable
Tape 4", 19,150 LF; Traffic Signal Controller, 1
Each; Pull Boxes Steel 24 X 36", 33 Each;
Concrete Bases, 51 Each; Traffic Signal Cable,
2,379 LF; Electrical Service Meter Breaker
Pedestal, 6 LS; Transformer Bases, 44 Each;
Poles, 44 Each; Luminaires, 118 Each; Temporary
Traffic Signals, 1 LS; Traffic Signal Faces with
LED Modules, 16 Each; Utility Line Openings, 6
Each.
|
| | Owner Solicitation Name: | Road Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 73,007 CY; Borrow, 10,279 CY;
Backfill Structure, 3,500 CY; Base Aggregate
Dense, 41,935 Ton; Breaker Run, 15,200 Ton;
Concrete Masonry Culverts, 1,095 CY; Bar Steel
Reinforcement, 114,460 Lbs; Bar Steel
Reinforcement Coated, 25 Lbs; Pavement Marking
Arrows, 24 Each; Pavement Marking Words, 38 Each;
Pavement Marking Epoxy, 1,345 LF; Pavement
Marking Island Nose Epoxy, 8 Each; Construction
Staking, 36,075 LF; Construction Staking, 124
Each; Construction Staking, 4 LS; QMP Base
Aggregate, 41,935 Ton; QMP HMA Mixture, 9,615
Ton; QMP Concrete Structures 5-Cylinder, 1,095 CY;
Incentive Strength Concrete Structures, 10,512
Dol; Culvert Pipe, 59 LF 18; Storm Sewer Pipe
Reinforced Concrete, 2,002 LF 12, 1,101 LF 21,
1,531 LF 30, 945 LF 15, 856 LF 24, 542 LF 18,
710 LF 27; Concrete Curb and Gutter, 18,225 LF;
Concrete Sidewalk, 13,105 SF; Asphaltic
Surface,124 Ton; HMA Pavement Type E-1, 9,615
Ton; Asphalt MS, SS, CSS, 840 Gals; Asphaltic
Material, 576 Ton; Concrete Driveway, 93 SY;
Asphaltic Flumes, 30 SY; Curb Ramp Detectable
Warning Field, 80 SF; Concrete Median Sloped
Nose, 385 SF; Signs Reflective Type II, 502 SF;
Conduit, 520 LF; Utility Line Opening, 67 Each;
Concrete Bases, 3 Each; Pull Boxes, 4 Each;
Pavement Marking Stamark on Asphaltic Pavement,
30,650 SF; Select Fill for Storm Sewer Pipe,
7,591 LF; Chain Link Fence Vinyl Coated, 300 LF.
|
| | Owner Solicitation Name: | N. Port Washington Road Construction
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 41,000 CY; Base Aggregate
Dense, 24,320 Ton; Base Aggregate Open Graded,
11,850 Ton; Breaker Run, 3,500 CY; Concrete
Pavement, 2,080 SY; Pavement Marking Epoxy,
21,622 LF; Construction Staking, 27,870 LF;
Construction Staking, 66 Each; QMP Base
Aggregate, 36,170 Ton; QMP HMA Mixture, 12,490
Ton; QMP HMA Pavement Nuclear Density, 7,500 Ton;
Culvert Pipe Corrugated Steel, 322 LF 12, 196 LF
24; Storm Sewer Pipe Reinforced Concrete, 1,761
LF 12, 846 LF 15, 398 LF 18, 514 LF 21,
299 LF 24, 1,894 LF 30; Concrete Curb and
Gutter, 12,900 LF; Concrete Sidewalk, 18,180 SF;
HMA Pavement Type E-3, 12,490 Ton; Asphalt MS,
SS, CSS, 1,206 Gals; Asphaltic Material, 760 Ton;
Curb Ramp Detectable Warning Field, 40 SF; Signs
Reflective Type II, 489 SF; Geotextile Fabric,
7,360 SY; Raised Pavement Markers, 189 Each;
Conduit Nonmetallic, 936 LF; Pull Boxes, 18 Each;
Sawing Existing Pavement, 905 LF; Sawing Concrete
Pavement Full Depth, 6,255 LF; Sign Posts, 120
Each; Internal Sanitary Manhole Seals, 12 Each;
Communications Vault, 5 Each; Furnish and Install
Hydrant Assembly with Valve and Valve Box, 8
Each; PVC Storm Sewer Lateral, 778 LF;
Communications Conduit, 1,140 LF; Furnish and
Install Hydrant Lead with Granular Backfill, 110
LF; Colored Stamped Concrete, 1,350 SF; Granular
Backfill Special, 5,700 Tons.
|
| | Owner Solicitation Name: | North Street Road Work
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 41,005 CY; Backfill Granular,
140 CY; Base Aggregate Dense, 25,058 Ton;
Concrete Pavement, 194 SY; Pavement Marking
Epoxy, 21,924 LF; Construction Staking, 22,554
LF; Construction Staking, 66 Each; Construction
Staking, 25,058 LS; QMP Base Aggregate, 25,058
Ton; QMP HMA Mixture, 10,471 Ton; Culvert Pipe
Corrugated Steel, 263 LF 18; Culvert Pipe
Reinforced Concrete, 225 LF 24; Storm Sewer Pipe
Reinforced Concrete, 1,484 LF 12, 929 LF 15,
553 LF 18, 1,327 LF 21, 84 LF 24; Concrete
Curb and Gutter, 9,066 LF; Concrete Sidewalk, 95
SF; Asphaltic Surface, 155 Ton; HMA Pavement Type
E-3, 10,471 Ton; Removing Asphaltic Surface
Milling, 4,960 SY; Asphalt MS, SS, CSS, 1,548
Gals; Asphaltic Material, 628 Ton; Riprap Medium,
127 CY; Grouted Riprap Light, 20 CY; Posts Wood,
99 Each; Signs Reflective Type II, 339 SF; Sawing
Existing Pavement, 4,716 LF; Sawing Concrete
Pavement Full Depth, 150 LF; Offset Water Main
Fittings and Restraint, 12 Each; Water Main
Offset and Water Service, 1 Each; Standard
Hydrant Assembly, 2 Each.
|
| | Owner Solicitation Name: | Commercial Street Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 6,361 CY; Borrow, 320 CY; Base
Aggregate Dense, 5,525 Ton; Breaker Run, 1,070
Ton; Concrete Pavement, 12,300 SY; Pavement
Marking Epoxy, 5,699 LF; Construction Staking,
5,595 LF; Construction Staking, 34 Each;
QMP Concrete Urban, 8 Days; Incentive Strength
Concrete Pavement, 2,690 Dol; Storm Sewer Pipe
Reinforced Concrete, 713 LF 12", 510 LF 18",
1,455 LF 24"; Concrete Curb and Gutter, 4,070 LF;
Concrete Sidewalk, 22,595 SF; Asphaltic Surface,
32 Ton; HMA Pavement Type E-3, 190 Ton;
Asphalt MS, SS, CSS, 10 Gals; Asphaltic Material,
15 Ton; Curb Ramp Detectable Warning Field,
144 SF; Storm Sewer Pipe Composite, 180 LF;
Concrete Bases, 39 Each; Pull Boxes, 4 Each;
Management of Petroleum Contaminated Soil, 320
CY; Low Permeability Plug, 10 Each; Installing
Streetlight Standard, 15 Each; Installing
Streetlight Decorative, 12 Each; Stamped Colored
Concrete Sidewalk, 5,240 SF; Colored Concrete
Pavement, 165 SY; Stamped Colored Concrete
Pavement, 80 SY; Sealing Joints, 10,610 SY;
Granular Backfill Special, 260 Ton.
|
| | Owner Solicitation Name: | River Road Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 2,490 CY; Excavation Marsh,
300 CY; Borrow, 3,309 CY; Selected Borrow, 300
CY; Backfill Granular, 75 CY; Backfill Structure,
985 CY; Base Aggregate Dense, 5,555 Ton; Concrete
Pavement, 949 SY; Concrete Masonry Bridges,
662 CY; Prestressed Girders, 184 LF 28"; Bar
Steel Reinforcement, 21,630 Lbs; Bar Steel
Reinforcement Coated, 62,550 Lbs; Piling CIP
Concrete, 500 LF 10 3/4"; Piling Steel, 1,260 LF
10-Inch, 240 LF 12"; Pavement Marking Epoxy,
7,530 LF; Construction Staking, 5,340 LF;
Construction Staking, 1 Each; Construction
Staking, 4 LS; QMP HMA Mixture, 1,430 Ton; Culvert
Pipe, 136 LF 18", 53 LF 72"; Concrete Curb and
Gutter, 145 LF; Steel Plate Beam Guard, 906 LF;
Steel Plate Beam Guard Energy Absorbing
Terminals, 14 Each; HMA Pavement Type E-0.3,
645 Ton, Type E-1, 785 Ton; Asphalt MS, SS, CSS,
170 Gals; Asphaltic Material, 88 Ton; Temporary
Shoring, 200 SF; Select Crushed Material, 125
Ton; Railing Tubular Type F, 4 LS; Riprap Heavy,
686 CY; Pipe Underdrain 6", 212 LF; Pipe
Underdrain Unperforated 6", 50 LF; Wood Posts,
23 Each; Signs Reflective Type II, 48 SF;
Geotextile Fabric, 1,352 SY.
|
| | Owner Solicitation Name: | Derby Lane Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 2,748 CY; Base Aggregate Dense,
4,537 Ton; Breaker Run, 400 Ton; Construction
Staking, 7,322 LF; Construction Staking, 16 Each;
QMP Base Aggregate, 4,537 Ton; QMP HMA Mixture,
1,380 Ton; QMP HMA Pavement Nuclear Density,
1,380 Ton; Storm Sewer Pipe Polyvinyl Chloride
SDR 35, 172 LF 6", 235 LF 12", 942 LF 15;
Concrete Curb and Gutter, 2,843 LF; Concrete
Sidewalk, 591 SF; Asphaltic Surface, 14 Ton;
HMA Pavement Type E-1, 1,380 Ton; Asphalt MS, SS,
CSS, 129 Gals; Asphaltic Material, 83 Ton;
Concrete Driveway 6", 626 SY; Curb Ramp
Detectable Warning Field, 24 SF; Conduit Rigid
Nonmetallic, 69 LF; Pull Box, 1 Each; Sawing
Existing Pavement, 301 LF; Sawing Concrete
Pavement Full Depth, 517 LF.
|
| | Owner Solicitation Name: | Paving Work
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 65,420 CY; Base Aggregate
Dense, 60,120 Ton; Breaker Run, 32,920 Ton;
Concrete Masonry Culverts, 70 CY; Bar Steel
Reinforcement, 8,260 Lbs; Pavement Marking Epoxy,
171,879 LF; Construction Staking, 70,030 LF;
Construction Staking, 39 Each; Construction
Staking, 1 LS; QMP Base Aggregate, 60,120 Ton;
QMP HMA Mixture, 31,090 Ton; QMP HMA Pavement
Nuclear Density, 48,570 Ton; Incentive Profile
Index HMA Pavement, 14,100 Dol; Culvert Pipe, 72
LF 12, 78 LF 15, 1,235 LF 18; Pipe Arch
Corrugated Steel, 390 LF 17 X 13, 180 LF 21 X
15; Culvert Pipe Reinforced Concrete, 142 LF
18, 24 LF 24; Storm Sewer Pipe Reinforced
Concrete, 201 LF 12, 66 LF 15, 1,605 LF 18,
582 LF 21, 590 LF 24, 198 LF 54; Reinforced
Concrete Pipe Arch, 126 LF 13 X 22, 148 LF 27
X 44; Concrete Curb and Gutter, 12,640 LF;
Concrete Sidewalk, 72 SF; Steel Plate Beam Guard,
2,258 LF; Steel Plate Beam Guard Energy Absorbing
Terminals, 26 Each; Asphaltic Surface, 420 Ton;
HMA Pavement Type E-1, 48,570 Ton; Removing
Asphaltic Surface Milling, 115,185 SY; Asphalt
MS, SS, CSS, 84,210 Gals; Asphaltic Material,
2,900 Ton; Asphaltic Flumes, 385 SY; Marker Posts
Right-of-Way, 125 Each; Landmark Reference
Monuments, 32 Each; Posts Wood, 177 Each; Signs
Reflective Type II, 1,234 SF.
|
| | Owner Solicitation Name: | Road and Intersection Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 41,607 CY; Borrow, 2,210 CY;
Base Aggregate Dense, 52,259 Ton; Breaker Run,
1,417 Ton; Concrete Pavement, 1,229 SY; Pavement
Marking Epoxy, 24,453 LF; Temporary Pavement
Marking, 11,482 LF; Temporary Pavement Marking
Removable Tape, 11,482 LF; Construction Staking,
46,297 LF; Construction Staking, 145 Each;
QMP Base Aggregate, 52,259 Ton; QMP HMA Mixture,
15,016 Ton; QMP HMA Pavement Nuclear Density,
15,016 Ton; QMP Concrete Urban, 2 Days; Culvert
Pipe, 190 LF 18, 120 LF 24", 342 LF 30"; Culvert
Pipe Corrugated Steel, 40 LF 18, 48 LF 30";
Culvert Pipe Reinforced Concrete, 44 LF 12";
Storm Sewer Pipe Polyvinyl Chloride SDR 35, 56 LF
4, 146 LF 10; Storm Sewer Pipe Reinforced
Concrete, 2,365 LF 12", 239 LF 24", 1,731 LF 42",
866 LF 15", 812 LF 30", 1,402 LF 18", 277 LF 36;
Pipe Arch Corrugated Steel, 192 LF 21 X 15, 144
LF 35 X 24; Concrete Curb and Gutter, 18,194
LF; Concrete Sidewalk, 5,908 SF; Steel Plate Beam
Guard, 425 LF; Steel Plate Beam Guard Energy
Absorbing Terminals, 4 Each; Asphaltic Surface,
1,909 Ton; HMA Pavement Type E-3, 1,270 Ton, Type
E-10, 13,746 Ton; Asphalt MS, SS, CSS, 1,356
Gals; Asphaltic Material, 914 Ton; Modular Block
Gravity Wall, 500 SF; Posts Wood, 56 Each; Signs
Reflective Type II, 66 SF; Conduit Rigid
Nonmetallic, 3,838 LF; Pull Boxes, 14 Each
Concrete Bases, 29 Each; Poles, 8 Each;
Traffic Signal Standards, 11 Each; Luminaires, 8
Each; Temporary Traffic Signals, 2 LS; Sawing
Existing Pavement, 14,654 LF; Relocate Hydrants,
11 Each; Boring and Jacking Pipe, 77 LF; Water
Main Lateral 6", 65 LF; Sanitary Sewer Lateral
6", 65 LF; Traffic Signal Controller Unit
Bluemound and Spencer, 1 LS; Video Detection
System Bluemound and Spencer, 1 LS; Priority
Control System Bluemound and Spencer, 1 LS.
|
| | Owner Solicitation Name: | Road Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 41,467 CY; Base Aggregate
Dense, 16,664 Ton; Breaker Run, 21,845 Ton;
Concrete Pavement, 6,436 SY; Pavement Marking
Epoxy, 10,274 LF; Pavement Marking Preformed
Plastic, 1,310 LF; Construction Staking, 41,339
LF; Construction Staking, 125 Each; QMP Base
Aggregate, 16,664 Ton; QMP HMA Mixture, 7,368 Ton;
Storm Sewer Pipe Reinforced Concrete, 1,551 LF
12, 2,511 LF 24, 388 LF 42, 175 LF 15, 285 LF
30, 2,440 LF 18, 75 LF 36; Storm Sewer Pipe
Composite, 134 LF 6, 32 LF 8, 181 LF 12; Storm
Sewer Pipe Reinforced Concrete Horizontal
Elliptical, 263 LF 24 X 38, 108 LF 34 X 53,
790 LF 29 X 45; Concrete Curb, 10 LF; Concrete
Curb and Gutter, 16,068 LF; Concrete Sidewalk,
67,909 SF; Asphaltic Surface, 242 Ton; HMA
Pavement Type E-1, 7,368 Ton; Salvaged Asphaltic
Pavement, 3,073 Ton; Asphalt MS, SS, CSS, 746
Gals; Asphaltic Material, 406 Ton; Salvaged
Asphaltic Pavement Base, 2,506 Ton; Cleaning
Decks, 147 SY; Railing Tubular Type F Mud Creek
Box Culvert, 1 LS; Curb Ramp Detectable Warning
Field, 384 SF; Concrete Bases, 15 Each; Sawing
Existing Pavement, 1,498 LF; Sawing Concrete
Pavement Full Depth, 813 LF; Yard Drain, 15 Each;
Stainless Steel Bolts, 17 Each; Cor-Blue T-Bolts,
38 Each; Sanitary Sewer 8", 63 LF; Railing
Tubular Type F Special, 100 LF; Concrete Sidewalk
Special, 336 SF.
|
| | Owner Solicitation Name: | Road Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 22,697 CY; Borrow, 1,134 CY;
Backfill Structure, 520 CY; Base Aggregate Dense,
17,330 Ton; Breaker Run, 2,000 Ton; Concrete
Pavement, 32,100 SY; Concrete Masonry Bridges,
191 CY; Concrete Masonry Overlay, 14 CY;
Prestressed Girders, 246 LF 45"; Bar Steel
Reinforcement, 3,520 Lbs; Bar Steel Reinforcement
Coated, 33,680 Lbs; Piling Steel, 480 LF 10";
Pavement Marking Epoxy, 14,917 LF; Construction
Staking, 21,173 LF; Construction Staking, 106
Each; Construction Staking, 2 LS; QMP Base
Aggregate, 17,330 Ton; QMP HMA Mixture, 1,490
Ton; QMP Concrete Urban, 20 Days; Incentive
Strength Concrete Pavement, 8,454 Dol; QMP
Concrete Structures 5-Cylinder, 205 CY; Incentive
Strength Concrete Structures, 1,968 Dol; Culvert
Pipe Corrugated Steel, 565 LF 12, 415 LF 18;
Storm Sewer Pipe Reinforced Concrete, 2,228 LF
12, 651 LF 18, 949 LF 24, 95 LF 30, 1,026 LF
36, 294 LF 42, 774 LF 48, 238 LF 54; Storm
Sewer Pipe Reinforced Concrete Horizontal
Elliptical, 419 LF 43 X 68; Concrete Curb and
Gutter, 12,528 LF; Concrete Sidewalk, 36,370 SF;
HMA Pavement Type E-3, 1,490 Ton; Asphalt MS, SS,
CSS, 174 Gals; Asphaltic Material, 89 Ton;
Pavement Gaps, 7 Each; Railing Tubular Type F, 1
LS; Riprap Medium, 30 CY; Riprap Heavy,
254 CY; Pipe Arch Corrugated Steel 21 X 15, 40
LF; Pipe Underdrain, 975 LF; Conduit Nonmetallic,
1,728 LF; Pull Boxes, 14 Each; Concrete Bases, 9
Each; Sealing Joints Special, 30,191 SY.
|
| | Owner Solicitation Name: | Road Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 2,082 CY; Excavation Marsh,
1,930 CY; Borrow, 6,708 CY; Backfill Structure,
530 CY; Base Aggregate Dense, 3,950 Ton; Concrete
Pavement, 190 SY; Concrete Masonry Bridges, 357
CY; Bar Steel Reinforcement, 11,840 Lbs; Bar
Steel Reinforcement Coated, 36,130 Lbs; Piling
CIP Concrete, 490 LF 10.75"; Piling Steel,
560 LF 10"; Pavement Marking Epoxy, 5,080 LF;
Construction Staking, 4,289 LF; Construction
Staking, 2 LS; QMP HMA Mixture, 1,115 Ton; QMP
Concrete Structures 5-Cylinder, 357 CY;
Incentive Strength Concrete Structures, 3,570
Dol; Culvert Pipe, 94 LF 18; Storm Sewer /
Culvert Pipe Reinforced Concrete Horizontal
Elliptical, 192 LF 19 X 30; Concrete Curb and
Gutter, 294 LF; Steel Plate Beam Guard, 265 LF;
Steel Plate Beam Guard Energy Absorbing
Terminals, 8 Each; HMA Pavement Type E-0.3, 860
Ton, Type E-1, 255 Ton; Asphalt MS, SS, CSS, 119
Gals; Asphaltic Material, 67 Ton; Concrete
Surface Drains, 23 CY; Riprap Heavy, 340 CY;
Posts Wood, 8 Each; Signs Reflective Type II, 24
SF.
|
| | Owner Solicitation Name: | Road Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 39,144 CY; Excavation Marsh,
4,000 CY; Selected Borrow, 72,756 CY; Base
Aggregate Dense, 55,033 Ton; Pavement Marking
Epoxy, 29,343 LF; Pavement Marking Paint, 22,934
LF; Construction Staking, 104,414 LF; Construction
Staking, 114 Each; Construction Staking, 2 LS;
QMP Base Aggregate, 55,033 Ton; QMP HMA
Mixture, 21,375 Ton; QMP HMA Pavement Nuclear
Density, 20,105 Ton; Culvert Pipe Corrugated
Steel, 58 LF 12, 93 LF 30, 56 LF 18, 24 LF
63; Storm Sewer Pipe Reinforced Concrete, 1,256
LF 18, 842 LF 30, 326 LF 21, 101 LF 48, 1,756
LF 24; Concrete Curb and Gutter, 17,773 LF;
Concrete Sidewalk, 4,700 SF; Steel Plate Beam
Guard, 48 LF; Asphaltic Surface, 1,952 Ton; HMA
Pavement Type E-3, 21,375 Ton; Asphalt MS, SS,
CSS, 3,212 Gals; Asphaltic Material, 1,283 Ton;
Wall Modular Block Gravity, 1,370 SF; Storm Sewer
Rock Excavation, 400 CY; Overhead Sign Support
Structure S-37-34, 1 LS; Overhead Sign Support
Structure S-37-35, 1 LS; Conduit, 3,355 LF; Pull
Boxes, 18 Each; Concrete Bases, 13 Each; Traffic
Signal Cable, 9,640 LF; Traffic Signal Electrical
Wire, 7,329 LF; Poles, 9 Each; Traffic Signal
Standards, 3 Each; Trombone Arms, 4 Each;
Luminaire Arms, 9 Each; LED Traffic Signals, 25
Each; Concrete Screening Wall 6-Foot,
822 LF.
|
| | Owner Solicitation Name: | Radley Road - Rural Road Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | QMP HMA Mixture (Production Only), 15,090 Ton;
Concrete Curb and Gutter, 1,455 LF; Asphaltic
Material, 905 Ton; Producing and Stockpiling Base
Aggregate Dense, 45,615 Ton; Producing HMA
Pavement Type E-0.3, 15,090 Ton.
|
| | Owner Solicitation Name: | Paving and Concrete
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 7,903 CY; Base Aggregate Dense,
8,445 Ton; Concrete Pavement, 902 SY; Pavement
Marking Epoxy, 7,314 LF; Construction Staking,
15,054 LF; Construction Staking, 47 Each;
Construction Staking, 1 LS; QMP HMA Mixture,
3,275 Ton; Storm Sewer Pipe Reinforced Concrete,
672 LF 12, 1,861 LF 15, 1,068 LF 18;
Concrete Curb and Gutter, 7,740 LF; Concrete
Sidewalk, 17,600 SF; Asphaltic Surface, 118 Ton;
HMA Pavement Type E-1, 3,275 Ton; Asphalt MS, SS,
CSS, 415 Gals; Asphaltic Material, 200 Ton;
Wall Modular Block Gravity, 72 SF; Curb Ramp
Detectable Warning Field, 40 SF; Riprap Medium,
70 CY; Perpetuate and Remonument Existing
Property Corners, 30 Each; Research and Recovery
of Existing Property Corners, 1 LS.
|
| | Owner Solicitation Name: | Highway Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 960 CY; Base Aggregate Dense,
1,450 Ton; Concrete Pavement, 185 SY; Concrete
Masonry Bridges, 314 CY; Bar Steel Reinforcement,
9,180 Lbs; Bar Steel Reinforcement Coated, 35,400
Lbs; Piling, 430 LF 10 X 42"; Pavement Marking
Epoxy, 2,038 LF; QMP Concrete Structures 5-
Cylinder, 314 CY; Culvert Pipe Reinforced
Concrete, 72 LF 18; Steel Plate Beam Guard, 921
LF; Asphaltic Surface, 520 Ton.
|
| | Owner Solicitation Name: | Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 1,555 CY; Borrow, 1,055 CY;
Backfill Structure, 410 CY; Base Aggregate Dense,
575 CY; Concrete Masonry Bridges, 130 CY; Bar
Steel Reinforcement, 6,500 Lbs; Bar Steel
Reinforcement Coated, 5,780 Lbs; Piling Steel,
680 LF 10"; Culvert Pipe Corrugated Steel, 25 LF
18.
|
| | Owner Solicitation Name: | Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 910 CY; Borrow, 1,640 CY;
Backfill Structure, 610 CY; Base Aggregate Dense,
795 CY; Concrete Masonry Bridges, 278 CY; Bar
Steel Reinforcement, 17,780 Lbs; Bar Steel
Reinforcement Coated, 13,480 Lbs; Piling CIP
Concrete, 665 LF 10.75"; Piling Steel, 300 LF
10"; Railing Tubular Type F, 2 LS; Temporary
Structure, 1 LS; Riprap Heavy, 265 CY; Posts
Wood, 8 Each; Signs Reflective Type II, 24 SF.
|
| | Owner Solicitation Name: | Weisenbeck Valley Creek Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 3,885 CY; Backfill Structure,
360 CY; Base Aggregate Dense, 2,560 Ton; Concrete
Masonry Bridges, 137 CY; Bar Steel Reinforcement,
5,820 Lbs; Bar Steel Reinforcement Coated, 9,570
Lbs; Piling, 1,050 LF 10-Inch; Culvert Pipe, 44 LF
30; Asphaltic Surface, 570 Ton; Asphalt MS, SS,
CSS, 70 Gals.
|
| | Owner Solicitation Name: | Structures
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Backfill Structure, 1,883 CY; Base Aggregate
Dense, 1,399 Ton; Concrete Masonry Bridges, 3,114
CY; Prestressed Girders, 2,704 LF 28", 807 LF
54", 1,864 LF 70"; Bar Steel Reinforcement,
121,230 Lbs; Bar Steel Reinforcement Coated,
416,450 Lbs; Piling CIP Concrete, 12,110 LF 12";
Construction Staking, 5 LS; QMP Concrete
Structures 5-Cylinder, 3,114 CY; Incentive
Strength Concrete Structures, 30,940 Dol; Steel
Plate Beam Guard, 725 LF; Debris Containment, 3
Lump Sum; Asphaltic Flumes, 205 SY; Slope Paving
Crushed Aggregate, 2,673 SY; Pipe Underdrain,
2,108 LF; Woven Wire Fence, 125 LF; Conduit, 16
LF; Painting Concrete Structure, 38,898 SF.
|
| | Owner Solicitation Name: | Chippewa Falls Road & Hiawatha Street Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 432,881 CY; Excavation Rock,
26,204 CY; Backfill Structure, 855 CY; Base
Aggregate Dense, 31,123 Ton; Concrete Masonry
Bridges, 1,364 CY; Concrete Masonry Endwalls, 21
CY; Prestressed Girders, 1,391 LF 54W", 887 LF
70"; Bar Steel Reinforcement, 21,670 Lbs; Bar
Steel Reinforcement Coated, 202,820 Lbs; Piling
CIP Concrete, 1,630 LF 12"; Piling Steel, 400 LF
12"; Pavement Marking Epoxy, 27,757 LF;
Construction Staking, 30,727 LF; Construction
Staking, 44 Each; Construction Staking, 5 LS; QMP
Base Aggregate, 31,123 Ton; QMP HMA Mixture,
1,805 Ton; QMP Concrete Structures 5-Cylinder,
1,364 CY; Incentive Strength Concrete Structures,
13,640 Dol; Culvert Pipe, 24 LF 12; Storm Sewer
Pipe Reinforced Concrete, 56 LF 108; Storm Sewer
Pipe Reinforced Concrete, 575 LF 12, 150 LF
60, 482 LF 48, 366 LF 18, 3,717 LF 72, 212 LF
36, 729 LF 24, 152 LF 84, 96 LF 96; Concrete
Curb and Gutter, 1,391 LF; Concrete Sidewalk,
1,378 SF; Steel Plate Beam Guard, 1,301 LF;
Asphaltic Surface, 500 Ton; HMA Pavement Type E-
3, 1,805 Ton; Asphalt MS, SS, CSS, 44 Gals;
Asphaltic Material, 108 Ton; Energy Dissipator, 1
Lump Sum; Storm Sewer Combination Structure,
1 LS; Dynamic Compaction, 77,700 SF; Painting
Concrete Structure, 1,982 SY; Concrete Pavement
Approach Slab, 234 SY; Concrete Driveway, 727 SY;
Curb Ramp Detectable Warning Field, 16 SF;
Slope Paving Crushed Aggregate, 995 SY; Storm
Sewer Rock Excavation, 4,229 CY; Pipe
Underdrain 6", 246 LF; Pipe Underdrain
Unperforated 6", 300 LF; Woven Wire Fence,
8,393 LF; Signs, 81 SF; Storm Sewer Joint Seals,
89 Each; 84" to 96" Increaser, 1 Each;
96" to 108" Increaser, 1 Each; 84" X 84" X 48"
Tee, 1 Each; 84" 22.5 Degree Bend, 4 Each;
Special Concrete Curb and Gutter Protective
Surface Treatment, 1,248 LF; Special Storm Sewer
Sediment Pond Outlet Structure, 1 Lump Sum;
Manhole 413 12-Ft X 12-Ft DROP Structure, 1 Lump
Sum.
|
| | Owner Solicitation Name: | Paving & Concrete Work, Bridges & Structures
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 733,504 CY; Base Aggregate
Dense, 35,797 Ton; Concrete Pavement, 26,852 SY;
Concrete Masonry Bridges, 5,692 CY; Concrete
Masonry Retaining Walls, 677 CY; Concrete Masonry
Endwalls, 10 CY; Concrete Masonry Overlay,
187 CY; Bar Steel Reinforcement, 32,184 Lbs; Bar
Steel Reinforcement Coated, 531,245 Lbs;
Structural Steel Carbon, 99,000 Lbs; Structural
Steel HS, 452,985 Lbs; Piling Steel Sheet
Permanent, 8,196 SF; Piling Steel Sheet
Temporary, 5,300 SF; Piling Steel, 39,825 LF 10";
Pavement Marking Epoxy, 4,660 LF; Pavement
Marking Paint, 19,500 LF; Raised Pavement
Markers, 55 Each; Construction Staking, 61,552
LF; Construction Staking, 19 Each; Construction
Staking, 1 LS; QMP Base Aggregate, 35,839 Ton;
QMP HMA Mixture, 3,148 Ton; QMP Concrete
Urban, 24 Days; Incentive Strength Concrete
Pavement, 5,470 Dol; QMP Concrete Structures
5-Cylinder, 5,637 CY; Incentive Strength Concrete
Structures, 56,370 Dol; Pipe Underdrain, 510 LF
4, 226 LF 6; Pipe Underdrain Unperforated, 145
LF 6, 20 LF 8; Culvert Pipe Reinforced Concrete,
90 LF 18, 628 LF 24, 504 LF 60; Storm Sewer
Pipe Reinforced Concrete, 3,255 LF 12, 485 LF
24, 294 LF 36, 795 LF 54, 1,129 LF 15, 506 LF
27, 896 LF 42, 603 LF 60, 646 LF 18, 373 LF
30, 202 LF 48; Pipe Arch Corrugated Steel, 88
LF 28 X 20; Asphaltic Curb, 20 LF; Concrete Curb
and Gutter, 12,654 LF; Concrete Sidewalk, 18,237
SF; Steel Plate Beam Guard, 1,261 LF; Steel
Plate Beam Guard Energy Absorbing Terminals, 11
Each; Asphaltic Surface, 1,874 Ton; HMA
Pavement Type E-1, 1,322 Ton; Asphalt MS, SS,
CSS, 250 Gals; Asphaltic Material, 79 Ton;
Temporary Shoring, 1,880 SF; Backfill Structure,
22,980 CY; Joint Repair, 68 SY; Painting Epoxy
System B-18-173, 1 LS; Wall Concrete Panel
Mechanically Stabilized Earth R-21, 22, 23, 24, &
25, 51,194 SF; Wall Wire Faced Mechanically
Stabilized Earth, 880 SF; Concrete Barrier Single
Faced 32", 517 LF; Temporary Precast Concrete
Barrier, 1,205 LF; Riprap Medium, 729 CY; Riprap
Heavy, 2,769 CY; Crash Cushions Permanent, 2
Each; Crash Cushions Temporary, 5 Each; Posts
Tubular Steel, 17 Each; Signs Reflective Type II,
170.44 SF; Sign Bridge Structure B-18-87, 88, &
89, 3 LS; Geotextile Fabric, 5,533 SY; Conduit
Rigid Nonmetallic, 30,615 LF; Conduit Reinforced
Thermosetting Resin, 1,750 LF; Pull Boxes, 111
Each; Concrete Bases, 39 Each; Poles, 22 Each;
Traffic Signal Standards, 17 Each; Traffic Signal
Mounting Hardware Intersections, 2 LS; High Mast
Foundations, 2 LS; Temporary Traffic Signals for
Intersection, 1 LS; Junction Boxes, 41 Each;
Luminaires Tunnel Lighting, 138 Each; Bar Steel
Reinforcement HS Stainless Clad Carbon Bridges,
253,070 Lbs; Structural Steel HPS50W, 317,600
Lbs; Concrete Barrier Special, 382 LF; Fence Chain
Link Vinyl Coated, 3,022 LF; Sanitary Sewer
Casing Pipe Jacking or Boring, 120 LF; Signal
Structure S-18-52, 1 LS; Fire Suppression System,
1 LS; Lighting Controller #2 and Building and
Generator, 1 LS; Lighting Controller #4, 1 LS;
Video Communication System Tunnel, 1 LS; Audio
Communication System Tunnel, 1 LS; Concrete
Staining Retaining Walls, 6 LS; Concrete Staining
Bridges, 2 LS; Cleaning Decks Special, 2,880 SY;
Architectural Surface Treatment, 2,065 SY.
|
| | Owner Solicitation Name: | Highway Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 795 CY; Base Aggregate Dense,
830 Ton; Pavement Marking Epoxy, 5,327 LF;
Construction Staking, 1,668 LF; Construction
Staking, 1 LS; QMP HMA Mixture, 650 Ton; Concrete
Curb and Gutter, 168 LF; HMA Pavement Type E-10,
650 Ton; Asphalt MS, SS, CSS, 144 Gals; Asphaltic
Material, 39 Ton; Select Crushed Material,
800 Ton; Concrete Surface Drains, 3 CY; Wood
Posts, 14 Each; Signs Reflective Type II, 110 SF;
Loop Detector Slots, 566 LF; Pull Boxes, 16 Each;
Concrete Bases, 11 Each; Cable Traffic Signal,
4,070 LF; Electrical Wire Traffic Signals, 4,760
LF; Loop Detector Lead in Cable, 2,880 LF; Poles,
6 Each; Traffic Signal Standards, 4 Each;
Luminaires, 6 Each; Signal Assembly Advanced
Flasher, 1 Each.
|
| | Owner Solicitation Name: | Bridge Construction
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 16,100 CY; Borrow, 10,500 CY;
Base Aggregate Dense, 33,335 Ton; Base Aggregate
Open Graded, 7,775 Ton; Bar Steel Reinforcement,
93 Lbs; Bar Steel Reinforcement Coated, 1,730
Lbs; Pavement Marking Epoxy, 188,150 LF;
Construction Staking, 46,420 LF; QMP Base
Aggregate, 40,620 Ton; QMP HMA Mixture, 49,155
Ton; QMP HMA Pavement Nuclear Density, 47,975
Ton; Incentive Profile Index HMA Pavement, 87,700
Dol; Culvert Pipe Class III, 24 LF 12, 70 LF
30, 816 LF 18, 162 LF 36, 180 LF 24; Culvert
Pipe Corrugated Steel, 8 LF 24, 24 LF 36;
Culvert Pipe Reinforced Concrete, 136 LF 24, 56
LF 30, 174 LF 36; Storm Sewer Pipe Reinforced
Concrete, 48 LF 12, 224 LF 24, 152 LF
42; Storm Sewer / Culvert Pipe Reinforced
Concrete Horizontal Elliptical, 300 LF 29 X 45,
76 LF 48 X 76, 430 LF 38 X 60; Concrete Curb
and Gutter, 3,378 LF; Steel Plate Beam Guard,
2,741 LF; Steel Plate Beam Guard Energy Absorbing
Terminals, 18 Each; Asphaltic Surface, 100 Ton;
Removing Asphaltic Surface Milling, 10,750 Ton;
Salvaged Asphaltic Pavement Milling, 11,450 Ton;
Asphalt MS, SS, CSS, 9,125 Gals; Asphaltic
Material, 2,946 Ton; Grading and Shaping
Intersections, 7 LS; Asphaltic Curb, 1,150 LF;
Precast Concrete Box Culvert 60 X 24, 180 LF;
Precast Concrete Box Culvert 72 X 48, 24 LF;
Pipe Arch Corrugated Steel, 28 X 20, 366 LF;
Temporary Pavement Marking Reflective Paint 4",
75,000 LF; Temporary Pavement Marking
Removable Tape, 2,730 LF; Temporary Traffic
Signals for Bridges, 1 LS; Cleaning Ditches,
6,180 LF; Mill Asphaltic Shoulder and Base Course
for Widening Repair, 51,900 LF; Crushed Aggregate
Slope Paving Reconditioning, 950 SY.
|
| | Owner Solicitation Name: | Paving, Concrete, Signing
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 95,865 CY; Excavation Rock,
10,400 CY; Excavation Marsh, 11,268 CY; Borrow,
6,118 CY; Selected Borrow, 17,204 CY; Backfill
Granular, 155 CY; Backfill Structure, 542 CY;
Base Aggregate Dense, 18,496 Ton; Concrete
Pavement, 120 SY; Concrete Masonry Bridges, 400
CY; Prestressed Girders, 904 LF 45-Inch; Bar Steel
Reinforcement, 20,190 Lbs; Bar Steel
Reinforcement Coated, 47,370 Lbs; Piling Steel,
780 LF 10"; Pavement Marking Epoxy, 20,285 LF;
QMP Base Aggregate, 18,412 Ton; QMP HMA
Mixture, 4,975 Ton; QMP Concrete Structures 5-
Cylinder, 400 CY; Incentive Strength Concrete
Structures, 4,000 Dol; Culvert Pipe, 46 LF 12,
215 LF 18, 88 LF 24, 290 LF 30, 548 LF 36;
Concrete Curb, 1,614 LF; Concrete Curb and
Gutter, 1,614 LF; Steel Plate Beam Guard, 1,199
LF; Steel Plate Beam Guard Energy Absorbing
Terminals, 6 Each; Asphaltic Surface, 25 Ton; HMA
Pavement Type E-0.3, 4,975 Ton; Asphalt MS, SS,
CSS, 477 Gals; Asphaltic Material, 298 Ton;
Removing Buildings, 2 LS; Cofferdams, 1 LS;
Asphaltic Flumes, 67 SY; Piling Steel Preboring,
270 LF; Railing Tubular Type F, 1 LS; Riprap
Light, 389 CY; Riprap Heavy, 1,803 CY; Posts Wood,
17 Each; Signs Reflective Type II, 76 SF;
Geotextile Fabric, 13,880 SY; Coarse Aggregate
Size No 2, 1,695 CY.
|
| | Owner Solicitation Name: | Eau Claire Road, CTH V Improvement
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Base Aggregate Dense, 6,836 Ton; Pavement Marking
Epoxy, 157,202 LF; QMP Base Aggregate, 6,836 Ton;
QMP HMA Mixture, 25,250 Ton; QMP HMA Pavement
Nuclear Density, 25,250 Ton; Concrete Curb and
Gutter, 200 LF; Steel Plate Beam Guard, 7,220 LF;
Asphaltic Surface, 360 Ton; HMA Pavement Type E-
1, 25,250 Ton; Removing Asphaltic Surface
Milling, 9,386 SY; Asphalt MS, SS, CSS, 6,925
Gals; Asphaltic Material, 1,515 Ton; Shaping
Shoulders, 894 Stations; Asphaltic Curb, 558 LF;
Asphaltic Flumes, 52 SY; Culvert Pipe Liners,
87 LF 24, 52 LF 48; Signs, 746 SF.
|
| | Owner Solicitation Name: | Road Enhancements
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Base Aggregate Dense, 8,390 Ton; Pavement Marking
Epoxy, 130,245 LF; Construction Staking, 41,042
LF; Construction Staking, 2 Each; QMP Base
Aggregate, 8,390 Ton; QMP HMA Pavement Nuclear
Density, 32,002 Ton; Incentive Profile Index HMA
Pavement, 77,112 Dol; Culvert Pipe, 46 LF 18, 56
LF 24; Concrete Curb and Gutter, 442 LF; Steel
Plate Beam Guard, 282 LF; Steel Plate Beam Guard
Energy Absorbing Terminals, 4 Each; Asphaltic
Surface, 235 Ton; HMA Pavement Type E-3, 33,118
Ton; Asphalt MS, SS, CSS, 1,797 Gals;
Asphaltic Material, 1,916 Ton.
|
| | Owner Solicitation Name: | Lighting and Landscaping
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 5,856 CY; Base Aggregate Dense,
1,643 Ton; Pavement Marking Epoxy, 3,794 LF;
Construction Staking, 11,739 LF; Construction
Staking, 48 Each; QMP Base Aggregate, 1,643 Ton;
QMP HMA Mixture, 4,500 Ton; QMP HMA
Pavement Nuclear Density, 4,500 Ton; Storm Sewer
Pipe Reinforced Concrete, 1,000 LF 12,
1,600 LF 24, 600 LF 42; Concrete Curb and
Gutter, 68,671 LF; Concrete Sidewalk, 18,400 SF;
HMA Pavement Type E-0.3, 4,500 Ton; Asphalt MS,
SS, CSS, 425 Gals; Asphaltic Material,
270 Ton; Wall Modular Block Gravity, 685 SF;
Manholes, 13 Each; Inlets, 25 Each; Trees, 16
Each; Shrubs, 30 Each; Conduit, 4,710 LF;
Electrical Wire Lighting, 20,295 LF; Water Main
Wye, 15 Each; Water Main Hydrant, 7 Each; Water
Main Gate Valve and Box, 27 Each; Water Main
Corporation Stop or Curb Stop, 96 Each; Water
Main Tee, 13 Each; Water Main Reducer, 3 Each;
Water Main Bend, 14 Each; Decorative Lighting
Units, 70 Each; Lighting Control Cabinet, 2 Each;
Sanitary Sewer, 2,677 LF; Water Main, 5,319 LF;
Salvaged Pavement Base Course, 7,650 Ton.
|
| | Owner Solicitation Name: | Boomer Creek Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 317 CY; Borrow, 1,045 CY;
Backfill Structure, 440 CY; Base Aggregate Dense,
620 Ton; Concrete Masonry Bridges, 141 CY; Bar
Steel Reinforcement, 6,280 Lbs; Bar Steel
Reinforcement Coated, 7,370 Lbs; Piling Steel,
520 LF 10"; Construction Staking, 1,500 LF;
Construction Staking, 1 LS; QMP Concrete
Structures 5-Cylinder, 141 CY; Incentive Strength
Concrete Structures, 1,410 Dol; HMA Pavement Type
E-0.3, 32 Ton; Asphaltic Material, 2 Ton; Tubular
Railing Type F, 1 LS; Riprap Heavy, 155 CY: Wood
Posts, 8 Each; Signs Reflective Type II, 24 SF;
Asphaltic Flumes, 100 SY.
|
| | Owner Solicitation Name: | Namekagon River Bridge
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Base Aggregate Dense, 45 CY; Concrete Masonry
Overlay Decks, 68 CY; Bar Steel Reinforcement, 70
Lbs; Pavement Marking Epoxy, 1,027 LF; Steel Plate
Beam Guard, 164 LF; Steel Plate Beam Guard Energy
Absorbing Terminals, 4 Each; HMA Pavement
Type E-3, 204 Ton; Removing Asphaltic Surface
Butt Joints, 334 SY; Asphalt MS, SS, CSS, 40 Gals;
Asphaltic Material, 12 Ton; Removing Concrete
Masonry Overlay, 653 SY; Grading, Shaping and
Finishing for Beam Guard Terminals and
Anchorages, 4 Each; Prepare Foundation for
Asphaltic Shoulders, 8 Stations; Concrete
Pavement Approach Slab, 116 SY; Concrete Surface
Drains, 24 CY; Asphaltic Flumes, 8 SY;
Preparation Decks, 130 SY; Cleaning Decks, 653
SY; Curb Repair, 30 LF; Concrete Surface Repair,
3 SY.
|
| | Owner Solicitation Name: | Namekagon River Bridge
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 72 CY; Backfill Structure, 150
CY; Base Aggregate Dense, 50 Ton; Concrete
Masonry Bridges, 239 CY; Bar Steel Reinforcement,
2,220 Lbs; Bar Steel Reinforcement Coated, 46,120
Lbs; Pavement Marking Epoxy, 1,200 LF; QMP
Concrete Structures 5-Cylinder, 239 CY; Incentive
Strength Concrete Structures, 2,390 Dol; HMA
Pavement Type E-1, 86 Ton; Removing Asphaltic
Surface Butt Joints, 334 SY; Asphalt MS, SS, CSS,
22 Gals; Asphaltic Material, 6 Ton; Concrete
Pavement Approach Slab, 84 SY; Concrete Surface
Drains, 20 CY; Constructing Canoe Portage, 1 LS.
|
| | Owner Solicitation Name: | Eau Claire River Bridge
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Concrete Masonry Overlay Decks, 33 CY; Bar Steel
Reinforcement, 1,610 Lbs; Pavement Marking Epoxy,
2,400 LF; Steel Plate Beam Guard, 475 LF;
Steel Plate Beam Guard Energy Absorbing
Terminals, 4 Each; HMA Pavement Type E-1, 223 Ton;
Removing Asphaltic Surface Butt Joints, 244 SY;
Asphalt MS, SS, CSS, 43 Gals; Asphaltic Material,
15 Ton; Grading, Shaping and Finishing for Beam
Guard Terminals and Anchorages, 4 Each;
Prepare Foundation for Asphaltic Shoulders, 12
Stations; Preparation Decks, 100 SY; Cleaning
Decks, 353 SY; Joint Repair, 21 SY; Curb Repair,
20 LF; Temporary Traffic Signals for Bridges,
1 LS.
|
| | Owner Solicitation Name: | Trade River Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 2,146 CY; Selected Borrow,
2,460 CY; Base Aggregate Dense, 740 CY; Concrete
Masonry Bridges, 121 CY; Bar Steel Reinforcement,
5,790 Lbs; Bar Steel Reinforcement Coated, 9,920
Lbs; Piling CIP Concrete, 850 LF 12";
Pavement Marking Epoxy, 1,400 LF; Asphaltic
Surface, 300 Ton; Asphalt MS, SS, CSS, 37 Gals;
Pipe Underdrain 6", 80 LF; Pipe Underdrain
Unperforated 6"nch, 40 LF.
|
| | Owner Solicitation Name: | Devils Creek Bridge and Approaches
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 155 CY; Backfill Structure, 90
CY; Base Aggregate Dense, 178 CY; Concrete
Masonry Bridges, 126 CY; Bar Steel Reinforcement,
12,970 Lbs; Bar Steel Reinforcement Coated, 4,250
Lbs; Piling Steel, 560 LF 10".
|
| | Owner Solicitation Name: | Wildcat Road
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 24,059 CY; Excavation Rock,
2,041 CY; Subbase, 32,970 SY; Base Aggregate
Dense, 16,700 Ton; Pavement Marking Paint, 21,794
LF; Construction Staking, 14,072 LF; QMP Base
Aggregate, 16,700 Ton; QMP HMA Mixture, 3,760 Ton;
Culvert Pipe Corrugated Steel, 224 LF 15, 118 LF
18, 348 LF 24, 140 LF 30, 74 LF 48; Pipe Arch
Corrugated Steel, 56 LF 28 X 20, 112 LF 35 X
24; Steel Plate Beam Guard, 180 LF; Steel Plate
Beam Guard Energy Absorbing Terminals, 4 Each;
HMA Pavement Type E-0.3, 3,760 Ton; Asphalt
MS, SS, CSS, 500 Gals; Asphaltic Material, 226
Ton; Removing Building, 2 LS; Riprap Light, 250
CY.
|
| | Owner Solicitation Name: | Little West Branch Wolf River Bridge
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Excavation Common, 1,428 CY; Excavation Marsh,
1,078 CY; Borrow, 577 CY; Selected Borrow, 1,125
CY; Backfill Structure, 290 CY; Base Aggregate
Dense, 2,500 Ton; Concrete Masonry Bridges, 178
CY; Prestressed Girders, 204 LF 36"; Bar Steel
Reinforcement, 6,040 Lbs; Bar Steel Reinforcement
Coated, 16,610 Lbs; Piling Steel, 665 LF
10"; Construction Staking, 1 LS; QMP HMA Mixture,
705 Ton; QMP Concrete Structures
5-Cylinder, 178 CY; Incentive Strength Concrete
Structures, 1,780 Dol; Pipe Underdrain, 116 LF 6;
Pipe Underdrain Unperforated, 30 LF 6; Steel
Plate Beam Guard, 232 LF; Steel Plate Beam Guard
Energy Absorbing Terminals, 4 Each; HMA Pavement
Type E-0.3, 705 Ton; Asphalt MS, SS, CSS,
116 Gals; Asphaltic Material, 42 Ton; Railing
Steel Type W, 1 LS; Riprap Heavy, 560 CY.
|
| | Owner Solicitation Name: | District Wide Cell Phone Service
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Cell phone service.
|
| | Owner Solicitation Name: | Elevator Quarterly Preventative Maintenance and Service
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Elevator quarterly preventative maintenance and
service.
|
| | Owner Solicitation Name: | Generator Preventative Maintenance and Service
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Generator preventative maintenance and service.
|
| | Owner Solicitation Name: | Water Materials and Brass Goods
| | Owner Name: | Oshkosh, City of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Water materials and brass gGoods.
|
| | Owner Solicitation Name: | Galvanized Pipe
| | Owner Name: | Madison Purchasing Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 12,012 FT 2 Galvanized pipe - schedule 4,021 LF
length coupling threadsplain.
|
| | Owner Solicitation Name: | Asphalt Paving
| | Owner Name: | Milwaukee County Dept. of Public Works, Division of Architectural Engineering & Environmental Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asphalt paving.
|
| | Owner Solicitation Name: | Asbestos Remediation
| | Owner Name: | Milwaukee County Dept. of Public Works, Division of Architectural Engineering & Environmental Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asbestos remediation.
|
| | Owner Solicitation Name: | Mitchell Hall Loading Dock Repair
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Removal and replacement of approximately 330 SF
and waterproof membrane at Mitchell Halls
loading dock, removal and replacement of existing
exterior concrete steps from the dock,
replacement of the existing dock leveler, and
installation of a new railing system (with gate)
at the edge of the dock and steps.
|
| | Owner Solicitation Name: | Administration Building Elevator Addition Black River Falls School District
| | Owner Name: | Black River Falls School Dist.
| | Enginner Name: | HSR Associates, Inc.
| | Plankeeper Name |
| | Scope: | Installing a new elevator and equipment room,
removal and remodeling of select walls, chases
and building services at the new elevator,
relocation of the main entry stair and providing
an accessible exterior ramp to the main entry
lobby.
|
| | Owner Solicitation Name: | Nursing Home Remodeling
| | Owner Name: | St Croix County
| | Enginner Name: | Ayres Associates
| | Plankeeper Name |
| | Scope: | Remodeling a total of approximately 2,500 SF of
space on 2 floors to form two community dining
rooms. Work includes selective demolition,
structural modifications, door and window
replacement, interior finishes, casework,
plumbing, HVAC, and electrical.
|
| | Owner Solicitation Name: | Airplane Hangars, Chippewa Valley Reg. Airport
| | Owner Name: | Eau Claire County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Airplane hangars.
|
| | Owner Solicitation Name: | Transportation Improvements at Lincoln Elementary School
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Bus drop-off lane, new parking lot, sidewalks,
curb and gutter work and landscaping.
|
| | Owner Solicitation Name: | Htg. Plant Feed Water Pump/Turbine Replacing
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Replacing an existing boiler feed water pump and
high pressure steam turbine with and entirely new
system.
|
| | Owner Solicitation Name: | Well #2 and Well #3 Radium Treatment Facilities
| | Owner Name: | Hustisford, Village of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Construction of 2 water treatment buildings
complete with zeolite softening systems, salt
storage basins, and one emergency generator.
|
| | Owner Solicitation Name: | Well Station #1 and #3 Water System Improvements
| | Owner Name: | Bowler, Village of
| | Enginner Name: | Ayres Associates
| | Plankeeper Name |
| | Scope: | The renovation of Well Station #1 includes
chemical room improvements, replacement of the
booster pumps, well and well pump rehabilitation,
mechanical piping, electrical and SCADA system
upgrades. The new well station construction will
include construction of well station building,
well pump, electrical, mechanical piping, and
SCADA system.
|
| | Owner Solicitation Name: | Transmission Main Water System Improvements
| | Owner Name: | Bowler, Village of
| | Enginner Name: | Ayres Associates
| | Plankeeper Name |
| | Scope: | Open cut approximately 9,000 LF of 6" diameter
DIP potable water transmission main, including
hydrants, valves, fittings, and associated work.
The water main will be constructed between
existing Well Station #1 and the proposed Well
Station #3.
|
| | Owner Solicitation Name: | 2004 Sanitary Sewer Internal Television Inspection
| | Owner Name: | Twin Lakes, Village of
| | Enginner Name: | Baxter & Woodman, Inc.
| | Plankeeper Name |
| | Scope: | Preparatory cleaning and internal television
inspection of approximately 63,000 LF of 8", 10"
& 12" sanitary sewer, and other miscellaneous
items of
work, including 2 copies of the videotape and
tape logs.
|
| | Owner Solicitation Name: | Mowers
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mowers.
|
| | Owner Solicitation Name: | Hot Mix Asphalt
| | Owner Name: | Jackson, Town of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Hot Mix Asphalt, Coated Chip Seal, Shoulder
Material - Recycled Asphalt or Limestone Traffic
Bond, Crack Sealing.
|
| | Owner Solicitation Name: | Roof Replacement for the Control Building
| | Owner Name: | Cedarburg, City of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removing loose gravel, dirt and debris from the
existing roof, approximately 4110 SF, and
furnishing and installing a rubber roofing
system. Additional work will be necessary to
improve the existing roof drain system.
|
| | Owner Solicitation Name: | Truck Hoist for Solid Waste
| | Owner Name: | Outagamie County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Truck hoist for solid waste.
|
| | Owner Solicitation Name: | Sanitary Sewer and Watermain Reconstruction
| | Owner Name: | Knight, Town of
| | Enginner Name: | Foth & Van Dyke & Associates, Inc.
| | Plankeeper Name |
| | Scope: | 17,000 LF of PVC sanitary sewer and
appurtenances, 2,800 LF of PVC watermain and
appurtenances, jack & bore; 10,000 SY road
restoration; 200 SY concrete sidewalk/driveway
restoration, one LS landscape restoration, and
2,500 CY rock excavation.
|
| | Owner Solicitation Name: | Replacement of the Milwaukee Water Works Current Computerized Maintenance Management System
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Install the replacement of the current
computerized maintenance management system.
|
| | Owner Solicitation Name: | Bituminous Concrete Repairs
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Bituminous concrete repairs.
|
| | Owner Solicitation Name: | Window Replacement Project Cherokee, Sennett, and Whitehorse/Schenk Schools
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removal and replacement of the existing windows
and exterior entrance doors at various schools.
|
| | Owner Solicitation Name: | Various Light-Duty Trucks and Minivans
| | Owner Name: | Winnebago County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 1 T pick up truck, 4x4 crew cab pick up truck, 7-
passenger minivan, 7-passenger extended minivan,
4x2 1/4 T pick up truck.
|
| | Owner Solicitation Name: | Lake Mendota Shoreline Restoration/Dev - Phase 1
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Removal of existing pavement and base course,
construction of a gravel parking area, nature
trail construction, prairie restoration, 266
linear feet of storm sewer construction, energy
dissipater construction, lake access structure
construction, rail fence construction, boulder
retaining wall construction, an bluff restoration
with retaining walls.
|
| | Owner Solicitation Name: | Villard Avenue Pump Station Upgrade
| | Owner Name: | Milwaukee Metropolitan Sewerage District (MMSD)
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Demolition and removal of 2 existing bypass
pumps, installation of 2 new 2,000 gpm
submersible pumps, electrical supply, controls
and surface restoration. Relocation of existing
underground utilities and provisions for bypass
pumping during extreme wet weather flow
conditions.
|
| | Owner Solicitation Name: | Meadow View Drive Sanitary Sewer
| | Owner Name: | Lake Delton, Village of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | BASE BID: Approximately 1,260 LF of 12" PVC
sanitary sewer, associated appurtenances, and
connections to existing sanitary sewer.
Approximately 310 LF of the above work will
include sanitary sewer re-lay
with bypass pumping, Approximately 1,650 LF of
15" PVC sanitary sewer and associated
appurtenances. Approximately 800 LF of 18" PVC
sanitary sewer, associated appurtenances, and
connections to existing sanitary sewer.
Approximately 550 LF of the above work will
include sanitary sewer re-lay with bypass
pumping. Approximately 90 LF of 10"
DI Water Main, associated appurtenances, and
connections to existing water main,
Approximately 5,000 SY of associated pavement
and base course restoration with gravel access
road construction. Associated turf restoration
and erosion control. ADDITIVE ALTERNATIVE 1
Approximately 700 LF of 10" DI water main with
associated services and appurtenances.
|
| | Owner Solicitation Name: | Jefferson Street Construction and Streetscape Project
| | Owner Name: | Wausau, City of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Street construction and streetscape pProject.
|
| | Owner Solicitation Name: | UWEC Replace Pool Surge Tank, McPhee Pool
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Removal of existing steel swimming pool surge
tank and replacement with a cast-in-place
concrete tank and related piping/control changes.
|
| | Owner Solicitation Name: | Truck, Step Van, Re-Bid
| | Owner Name: | Milwaukee Procurement Services Section
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Truck, Step Van, 25,500 LB.
|
| | Owner Solicitation Name: | Alterations to the Northview Complex-First Floor-West End
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Building alterations.
|
| | Owner Solicitation Name: | Maranatha Baptist Bible College - Science Building
| | Owner Name: | Maranatha Baptist Bible College
| | Enginner Name: | Durrant Group, Inc.
| | Plankeeper Name |
| | Scope: | 1 story building with a full basement.
|
| | Owner Solicitation Name: | Storm Sewer Lining and Storm / Combined Sewer Relays
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Storm sewer lining and storm / combined sewer
relays.
|
| | Owner Solicitation Name: | Marquette Interchange W. Clybourn Street, Sidewalk and Landscaping
| | Owner Name: | Wisconsin Dept. of Transportation, Infrastructure Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Base Aggregate Dense, 460 Ton; Asphaltic Surface,
70 Ton; Asphalt MS, SS, CSS, 6 Gals; Concrete
Sidewalk 5" Special Joint, 13,418 SF;
Concrete Driveway 7" Special Joint, 170 SY.
|
| | Owner Solicitation Name: | Engleburg School Parking Lot Reconstruction
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Parking lot reconstruction.
|
| | Owner Solicitation Name: | Sewer and Watermain Work
| | Owner Name: | Allouez, Village of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Work includes the following 1,525 LF of 8"
sanitary sewer, 1,125 LF of 4" sanitary sewer
laterals, and 1,400 LF of sizes 6" to 12"
watermain, by open cut, PVC pipe.
|
| | Owner Solicitation Name: | Environmental Science Asbestos Abatement
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Removal of existing ceiling systems, asbestos and
associated contaminated materials. Applying new
fireproofing and soundproofing materials,
restoring HVAC system components, lighting and
fixtures, architectural finishes, and related
work.
|
| | Owner Solicitation Name: | Building Remodeling and Elevator Installation
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Installation of a 2-stop elevator and the related
remodeling of the facility to access the
elevator, the remodeling of the lower level for
accessible toilets, for upgraded conference
rooms, and for a new lunch room and the
replacement of existing windows.
|
| | Owner Solicitation Name: | Provide Labor and Materials to do Selective Demolition and Refurbish a New Histology Laboratory in Room 18 and Install Doorway into Room15
| | Owner Name: | U. S. Geological Survey, AP SER Team B, Acquisition and Grants Branch
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Selective demolition of an existing incinerator
room #18 and construction of new histology
laboratory in room #18 along with the
installation of a doorway into room #15.
|
| | Owner Solicitation Name: | Lower Hawley Road Bridge and Honey Creek Bridge Demolition
| | Owner Name: | Milwaukee Metropolitan Sewerage District (MMSD)
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Relocation of existing utilites, installation of
steel beams, conduits, pipe hangers and vaults,
construction of underground conduits and
electrical / communication vaults, improvements
to an existing road, clearing and grubbing,
watercourse channel construction, demolition and
removal of both bridges, installation and
operation of stream diversion systems,
construction of reinforced concrete retaining
walls, pavement removal, curb and gutter,
pedestrian path construction, control of water,
erosion control, seeding, planting and
maintenance landscaping.
|
| | Owner Solicitation Name: | 2004 Street Reconstruction
| | Owner Name: | Sauk City, Village of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Approximately 1,700 centerline LF of street
reconstruction including curb and gutter,
sidewalk, pavement, 400 LF 12"-15" RCP/HDPE
storm sewer, 600 LF 8" DIP water main
replacement, and 3-4 EA sanitary sewer point
repair.
|
| | Owner Solicitation Name: | Storm, Sanitary and Combined Sewer Relays
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Storm, sanitary and combined sewer relays.
Project 1: 2,155 LF of 8"; 361 LF of 12"; 76 LF
of 15"; 45 LF of 18"; 257 LF of 21"; 169 LF of
24"; 596 LF of 15" combined; 643 LF of 21"
combined by open cut; 82 LF of 2" combined by
tunneling. Project 2: 778 LF of 15"; 641 LF of
18"; 124 LF of 24" by open cut.
|
| | Owner Solicitation Name: | Belleville Water Tower Repaint
| | Owner Name: | Belleville, Village of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Repainting their existing water tower. The
existing tower is a 300,00 gallon standpipe water
tower approximately 52 LF in height. The work
includes furnishing all materials, equipment,
tools and labor for the preparation of surfaces
and completion of the painting systems of all
exterior and interior surfaces.
|
| | Owner Solicitation Name: | Asbestos Remediation
| | Owner Name: | Milwaukee County Dept. of Public Works, Division of Architectural Engineering & Environmental Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asbestos remediation.
|
| | Owner Solicitation Name: | McNair Academy Boiler Replacement
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Boiler replacement.
|
| | Owner Solicitation Name: | Bay Shore Park Asohakt
| | Owner Name: | Brown County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asphalt paving at 4 areas, grading, excavation,
striping, topsoil restoration, seeding and
mulching.
|
| | Owner Solicitation Name: | Residence Life Comm Center Addition
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Construction of 2 story 5,444 SF addition, wood
frame, concrete, masonry, flooring, gypsum board,
trusses, shingle roofing, acoustical ceilings,
wood doors, hollow metal frames, aluminum doors,
glazing, painting, insulation, mailboxes,
mechanical, plumbing, electrical and elevator.
|
| | Owner Solicitation Name: | Construction, CTH L, Golden Country Drive to Milwaukee County Line
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Road construction.
|
| | Owner Solicitation Name: | Mowers and Trimmers
| | Owner Name: | Madison Purchasing Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mowers and trimmers.
|
| | Owner Solicitation Name: | Computer Network
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Computer network.
|
| | Owner Solicitation Name: | Rebuilding of Return Activated Sludge Pumps
| | Owner Name: | Cedarburg, City of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removing, repairing and re-installing 3 Wemco 10"
return activated sludge (RAS) pumps.
|
| | Owner Solicitation Name: | Concrete Services
| | Owner Name: | Winnebago County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Provide foundation and pad for an emergency
generator and electrical transformer pad.
|
| | Owner Solicitation Name: | Resilient Sheet and Rubber Flooring
| | Owner Name: | Winnebago County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Install resilient sheet flooring and Nora rubber
flooring in designated areas.
|
| | Owner Solicitation Name: | Andrew Douglas Community Academy
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | School construction.
|
| | Owner Solicitation Name: | Sixty-Fifth Street School
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | School improvements.
|
| | Owner Solicitation Name: | Electric Stand Up Lift Truck
| | Owner Name: | Fox Lake Correctional Institution
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Electric stand up lift truck.
|
| | Owner Solicitation Name: | Street Construction
| | Owner Name: | New Glarus, Village of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | The work includes the construction of
approximately 1,220 LF of concrete curb and
gutter, 580 T of asphaltic concrete pavement,
1,900 T of crushed aggregate base course, 350 LF
of storm sewer, 850 CY of unclassified
excavation, restoration, appurtenances, and
miscellaneous items.
|
| | Owner Solicitation Name: | CTH CTH OO/AA Intersection - Traffic Signalization
| | Owner Name: | Outagamie County Highway Dept.
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | Intersection - traffic signalization.
|
| | Owner Solicitation Name: | CTH OO/AA Intersection - Pavement Markings
| | Owner Name: | Outagamie County Highway Dept.
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | Intersection - pavement markings.
|
| | Owner Solicitation Name: | 2004 Sanitary Sewer Improvements
| | Owner Name: | Stoughton, City of
| | Enginner Name: | Vierbicher Associates, Inc.
| | Plankeeper Name |
| | Scope: | Cured-in-Place Lining of approximately 2,400 LF
of sanitary
sewer mains (6" diameter) throughout the City,
restoration of the work area.
|
| | Owner Solicitation Name: | Museum Door Fabrication and Replacement
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Museum door fabrication and replacement.
|
| | Owner Solicitation Name: | Sanitary and Combined Sewer Relays
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 237 LF 12" sewer, 187 LF 15" sewer, 288 LF 18"
sewer, 90 LF 30" sewer, 471 LF 48" sewer, 178 LF
24"x38" sewer, 278 LF 38"x60" sewer.
|
| | Owner Solicitation Name: | Park Avenue and Pleasant View Street Reconstruction
| | Owner Name: | DeForest, Village of
| | Enginner Name: | Vierbicher Associates, Inc.
| | Plankeeper Name |
| | Scope: | Street reconstruction 1,100 LF, excavation 1,700
CY, sanitary sewer 670 LF, water main 1,100 LF,
crushed aggregate base course 2,700 T, curb and
gutter 2,200 LF, asphalt pavement 2,600 SY,
restoration of the work area.
|
| | Owner Solicitation Name: | Custer High School Pool Piping Replacement
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Pool piping replacement.
|
| | Owner Solicitation Name: | Sidewalk Repair and/or Replacement
| | Owner Name: | Thiensville, Village of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Curb and Gutter-347 LF, Driveway Entrances 6
Thickness-1,730 SF, Sidewalk 4 Thickness-2,040 SF,
Sidewalk 6 Thickness-666 SF,
Quote the price by square footage lineal feet for
curb and gutter, all inclusive of any additional
charges. There may be extra deep removals on Main
Street properties.
|
| | Owner Solicitation Name: | H.J.T. Business Park - North
| | Owner Name: | Little Chute, Village of
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | 1,400 LF 8" PVC Sanitary sewer, 1,400 LF 12" PVC
water main , 1,400 LF storm sewer,
grading and crushed stone street construction.
|
| | Owner Solicitation Name: | Landscape Service for the Oshkosh Water Utility
| | Owner Name: | Oshkosh, City of, Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Landscape service.
|
| | Owner Solicitation Name: | Seed, Sod and Topsoil
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Seed, sod and topsoil.
|
| | Owner Solicitation Name: | Concrete Culverts
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Concrete culverts.
|
| | Owner Solicitation Name: | Culverts
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Culverts.
|
| | Owner Solicitation Name: | J.I. Case High School Roof Replacement Project - Roof Areas 5, 7-12 and 21-26
| | Owner Name: | Racine Unified School District, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Roofing replacement project utilizing asphalt
built-up roofing on an educational building,
approximately 2 stories in height. The project
encompasses approximately 97,800 SF.
|
| | Owner Solicitation Name: | Southeast Interceptor Sewer Project
| | Owner Name: | Wausau, City of
| | Enginner Name: | Becher-Hoppe Associates, Inc.
| | Plankeeper Name |
| | Scope: | 4,080 LF 21" RCP/PVC sanitary sewer, 1,400 LF
12" & 18" RCP storm sewer, 3,800 LF concrete
curb & gutter, 67 EA sewer lateral reconnection,
2,600 Ton asphaltic pavement.
|
| | Owner Solicitation Name: | Mill Creek Bicycle/Pedestrian Trail
| | Owner Name: | Marshfield Public Works Engineering Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | The project consists of constructing a paved
trail 4,000 LF. Work includes clearing and
grubbing, earthwork 2,900 CY, crushed aggregate
base course 2,050 CY, asphaltic concrete paving
4000 SY, signing 110 SF, 35 Posts, striping 3,400
LF, boardwalk 114 LF, railings 73/260 LF,
concrete curb and gutter 63 LF, concrete
sidewalk/driveway 260 SF, chain link fence 256 LF
and landscaping 3,500 SY.
|
| | Owner Solicitation Name: | Window Replacement, Meadowbrook Apartments
| | Owner Name: | West Bend Housing Authority
| | Enginner Name: | HGM Architecture, Inc.
| | Plankeeper Name |
| | Scope: | Replacing windows, adding air conditioning
sleeves, removing metal siding and replacing with
new material.
|
| | Owner Solicitation Name: | Spencer Street and Lawrence Street Storm Sewer
| | Owner Name: | Grand Chute Sanitary District #3
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | Storm sewer.
|
| | Owner Solicitation Name: | Lawrence Street Roadway Reconstruction
| | Owner Name: | Grand Chute Sanitary District #3
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | Roadway reconstruction.
|
| | Owner Solicitation Name: | Sign Posts and Hardware
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Sign posts and hardware.
|
| | Owner Solicitation Name: | Security and Fire Alarm Services - Detection, Inspection and Repair
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Security and fire alarm services - detection,
inspection and repair.
|
| | Owner Solicitation Name: | Water Main Relays
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Install approximately 5,103 LF of 12", 8", and
6" DIP water line.
|
| | Owner Solicitation Name: | Cleaning Services
| | Owner Name: | Superior Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Cleaning Services at the various buildings.
|
| | Owner Solicitation Name: | Block Road Water Main
| | Owner Name: | Combined Locks, Village of
| | Enginner Name: | Omnni Associates
| | Plankeeper Name |
| | Scope: | 500 LF of 8" PVC water line, by open cut,
metering vault and pressure reducing valve.
|
| | Owner Solicitation Name: | Architectural and Engineering Services for Courthouse Security Modifications
| | Owner Name: | Winnebago County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Design a duress button and camera system for use
in the building and to develop drawings and bid
documents for subsequent installation of
the system.
|
| | Owner Solicitation Name: | Whittier School New Parking Lot
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | New parking lot.
|
| | Owner Solicitation Name: | Schofield Fire Alarm System Replacement
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Replacement and upgrading fire alarm diction
system in a three story building wit a multiplex
addressable fire alarm system with one-way voice.
|
| | Owner Solicitation Name: | Main Street Reconstruction
| | Owner Name: | Camp Douglas, Village of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Reconstruction of 1,500 LF of city street
including 500 LF 8" DIP water main, 400 LF 12"-
24" RCP storm sewer main, concrete curb and
gutter, base course, and asphaltic
surface.
|
| | Owner Solicitation Name: | Fire Alarm Systems Testing, Cleaning and Certification
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Fire alarm systems testing, cleaning and
certification.
|
| | Owner Solicitation Name: | Lynn Street Water Main
| | Owner Name: | Stoughton, City of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Open cut construction of approximately 2,300 LF
of 10" Class 52 DIP water main, 1,600 LF of curb
and gutter,
asphaltic pavement restoration, and related
miscellaneous work.
|
| | Owner Solicitation Name: | Bollinger Fields Lighting
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | In general the work consists of installing
additional ball field sports lighting to four
athletic fields. Removal of the existing service
equipment and installing an 800-amp service and
MDP. Providing foundations and setting 22 sports
lighting poles. Routing of underground conduits
and wire via trenching of directional boring to
each field from the MDP. There are also 3
alternates for this project.
|
| | Owner Solicitation Name: | Division Street and Brown Street Utility Reconstruction
| | Owner Name: | Waupun Utilities Office
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Open cut 1,450 LF of PVC sanitary sewer
replacement (8 and 10 diameter) along with
1,000 LF of PVC lateral, 475 LF of PVC water
main replacement (6 and 8 diameter) along with
250 LF of PVC service lateral, Miscellaneous
erosion and traffic control and all related work.
|
| | Owner Solicitation Name: | Brick Facing Tile for Use in Pre-cast Concrete Assembly
| | Owner Name: | University of Wisconsin, Division of State Facilities
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Brick facing tile for use in pre-cast concrete
assembly.
|
| | Owner Solicitation Name: | New Education Building, Blackwell Civilian Conservation Center, Laona
| | Owner Name: | Dept. of Labor, Employment Training Administration
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Construct a new 7,793 gross SF Education Building
with a 4,136 gross SF Basement Storage area for a
total of 12,093 gross SF. Site work, utility hook-
ups, paving, sidewalks and landscaping.
|
| | Owner Solicitation Name: | Washington Park High School Roof Replacement Project - Roof Areas 11, 27 and 30-40
| | Owner Name: | Racine Unified School District, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Roofing replacement project utilizing asphalt
built-up roofing on an educational building,
approximately 2 stories in height. The project
encompasses approximately 85,000 SF.
|
| | Owner Solicitation Name: | UWRF 4h St. Utility and Road Repairs
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Replacement and upgrade of existing water main
and construction of storm drainage improvements.
Project to include realignment and construction
of street system and associated sidewalk
improvements. 600 LF 8" DIP water main, 200 LF
8" PVC/DIP sanitary sewer.
|
| | Owner Solicitation Name: | Aquaculture Facility, Phase II, Re-Bid
| | Owner Name: | Wisconsin Dept. of Administration, Division of Facilities Development
| | Enginner Name: | State Division's Plan Distribution Unit
| | Plankeeper Name |
| | Scope: | Phase 1 consists of all earthwork to rough grade
for the entire project, including the future
buildings of Phase 2. Phase 1 also includes four
4 fish rearing ponds and associated piping.
Phase 2 includes 2 prime contracts; general, and
aquatic process piping, to construct 3 separate
buildings; a 8,675 SF pre-engineered metal
building hatchery, a 1,550 SF metal storage shed,
and a 219 SF well house. Phase 2 includes an
alternate bid for a 7,650 SF steel stud, wood
roof administration building. Also included in
Phase 2; chain link fencing, spreading of topsoil
with seeding/sodding, all electrical utilities,
gas lines, final connections to Phase 1 piping,
and without enumeration, completion of all work
shown in the contract documents that is not
specifically listed in Phase 1 work.
|
| | Owner Solicitation Name: | ADA Compliance Consulting
| | Owner Name: | Milwaukee Procurement Services Section
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | ADA compliance consulting.
|
| | Owner Solicitation Name: | Truck, Cargo Van 6,700 Lb. GVW and 7,200 Lb. GVW
| | Owner Name: | Milwaukee Procurement Services Section
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Trucks, cargo van.
|
| | Owner Solicitation Name: | Transfer Station Architect/Engineer for Solid Waste
| | Owner Name: | Outagamie County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Design a solid waste transfer station.
|
| | Owner Solicitation Name: | 2004 Water Transmission and Distribution System Improvements
| | Owner Name: | Portage Water Utility
| | Enginner Name: | Vierbicher Associates
| | Plankeeper Name |
| | Scope: | Contract A for the construction of 6,400 LF of
12 and 1,450 LF of 16 HDPE direct bury water
main including the installation of 200 LF of 18
steel casing and 100 LF of 24" steel casing
under the airport runways;
Contract B for the construction of 1,200 LF of
12 HDPE directional bored water main
crossing Interstate and the adjacent wetlands
area; Also included are connections to the
existing water system, erosion and sediment
control, asphalt removal and replacement,
restoration of the work area.
|
| | Owner Solicitation Name: | Pulaski High School Exterior Window and Door Replacement
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Exterior window and door replacement.
|
| | Owner Solicitation Name: | Sand, Stone and Gravel
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Sand, stone and gravel.
|
| | Owner Solicitation Name: | Concrete Masonry 2004
| | Owner Name: | Superior Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Construction and improvements of masonry concrete.
|
| | Owner Solicitation Name: | I-43 Utility Crossing
| | Owner Name: | Grafton, Village of, Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Approximately 155 LF 8" PVC water main,
approximately 110 LF 8" PVC sanitary sewer main,
approximately 195 LF casing pipe with water and
sanitary sewer mains, approximately 2EA 8" valve
and valve box, approximately 1 EA sanitary
manhole, approximately 1 EA Air release assembly.
This project is going to be done by jack & bore.
|
| | Owner Solicitation Name: | Thermal Printers
| | Owner Name: | Kenosha Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Thermal printers.
|
| | Owner Solicitation Name: | Street and Utility Construction
| | Owner Name: | Waunakee, Village of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Approximately 5,900 CY of unclassified
excavation, 5,200 T of crushed stone base
course, 2,700 LF of concrete curb and gutter,
2,000 T asphalt pavement, 4,250 SF of concrete
sidewalk, 2,030 LF of RCP storm sewer, 20
precast inlets, 10 storm sewer manholes, 1,070
LF of PVC sanitary sewer, 8 sanitary manholes,
100 LF of 18" steel casing boring, 96 LF of 16"
steel casing boring, 1,200 LF , and 4,050 SY of
seed restoration.
|
| | Owner Solicitation Name: | 2004 Erosion Control Projects
| | Owner Name: |
| | Enginner Name: | The McMahon Group
| | Plankeeper Name |
| | Scope: | Erosion control.
|
| | Owner Solicitation Name: | Commerce Crossing Development Infrastructure, including Adventure Way from Weston Avenue to the Ringle town limits.
| | Owner Name: | Weston, Town of
| | Enginner Name: | REI - James J. Borysenko, P.E.
| | Plankeeper Name |
| | Scope: | 3,050 LF 6" & 8" sanitary sewer, 1,210 LF 12"
water main, 1,835 LF 8 water main, 1,500 LF of
storm sewer sizes varying from 12 to 27,
4,800 CY of unclassified excavation for roadway,
1,500 LF two-lane urban roadway with 4"
asphaltic concrete surface, Other miscellaneous
work necessary to complete the project.
|
| | Owner Solicitation Name: | Electrical Supplies
| | Owner Name: | Winnebago County, Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Various electrical supplies required for the
electrical service entries and a new generator
installation.
|
| | Owner Solicitation Name: | Storage Garage and Chemical Phosphorus Removal
| | Owner Name: | Lancaster, City of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | The work includes the construction of a utility
storage garage and chemical phosphorus removal
facilities. The project also includes new
utilities (electric, water, gas), miscellaneous
site work and process piping, heating and
ventilation, plumbing, and related work.
|
| | Owner Solicitation Name: | Lowell Elementary School and East High School - Electrical Upgrades and Renovation
| | Owner Name: | Madison Metropolitan School District, Building Services Dept.
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Upgrading electrical, data, and phone service for
Lowell Elementary School and minor electrical
modifications at East High School. The work also
includes new ceilings and relighting and adding
panel boards to serve loads required by the
addition of the telecommunications cabling as
well as electrical upgrades to the school, as
required. Painting may be required in all
existing areas where electrical abandonment or
other work made repainting necessary. The
replacement of two air handling units and other
revisions to the HVAC system are also required.
|
| | Owner Solicitation Name: | Construction of Pedestrian Bridge
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Pedestrian bridge construction, modification to
the existing Street Viaduct, lighting, concrete
sidewalk, landscaping.
|
| | Owner Solicitation Name: | Well #9 Well House
| | Owner Name: | Dodgeville, City of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Cconstruction of a 3,300 SF well facility,
complete with well pump, parking lot, and site
improvements.
|
| | Owner Solicitation Name: | West Main Street Pumping Station Upgrades
| | Owner Name: | Brooklyn, Village of
| | Enginner Name: | Strand Associates, Inc.
| | Plankeeper Name |
| | Scope: | Replacement of the pumps, control panel, and
associated piping in the existing Pumping Station.
|
| | Owner Solicitation Name: | Buena Park Drainage Improvements
| | Owner Name: | New Berlin, City of
| | Enginner Name: | Bonestroo, Rosene, Anderlik & Associates, Inc.
| | Plankeeper Name |
| | Scope: | Site Preparation; 41,100 SY Topsoil Replacement &
Sodding; 400 LF of Drainage Swale Grading; 22,680
LF of Ditch Work; 3,430 LF Storm Sewer
Construction; Existing Culvert Removal &
Disposal; 21 Roadway Cross Culverts, Including
Surface Restoration; 144 Driveway Culverts,
Including Surface Restoration; 3,007 LF of
Concrete Invert Removal; 12,825 LF of Concrete
Invert; 1,360 T of Crushed Stone Shoulder
Material; Asphalt Pavement Restoration; Concrete
Sidewalk Restoration; 12 SY of Wetland Seeding;
475 SY Lawn Seeding; Erosion Control; Field Stone
Apron Placement; Other Miscellaneous Work.
|
| | Owner Solicitation Name: | Extension of Hattie Street from Hall Avenue to State Street, Interceptor Sewer Repair
| | Owner Name: | Marinette, City of, Engineering Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Extend Street and Repair 6,000 LF of interceptor
sewer.
|
| | Owner Solicitation Name: | 2004 Leola Ditch Restoration
| | Owner Name: | Adams County
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Approximately 28,000 LF of ditch restoration
including vegetation, brush, and tree removals in
and along ditch. Approximately 1500 CY of
dredging. Culvert construction. Associated turf
restoration and erosion control.
|
| | Owner Solicitation Name: | Redi-Mix Concrete
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Redi-mix concrete.
|
| | Owner Solicitation Name: | Erosion Control Devices and Plastic Snow Fence
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Erosion control devices and plastic snow fence.
|
| | Owner Solicitation Name: | Highway Signs
| | Owner Name: | Dane County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Highway signs.
|
| | Owner Solicitation Name: | Street Reconstruction
| | Owner Name: | Johnson Creek, Village of
| | Enginner Name: | Kunkel Engineering Group
| | Plankeeper Name |
| | Scope: | 1 LS unclassified excavation, 271 LF 8" sanitary
sewer, 100 LF 15" thru 30" storm sewer, 1,200 LF
30" concrete curb and gutter, 1,800 SY asphalt
pavement - including aggregate base courses,
3,500 SF concrete sidewalk, 1 LS street lighting.
|
| | Owner Solicitation Name: | Treatment Facility Improvements Project
| | Owner Name: | Gibbsville Sanitary Dist.
| | Enginner Name: | Donohue & Associates, Inc.
| | Plankeeper Name |
| | Scope: | Construction of wastewater treatment facility
buildings and basins including demolition,
sitework, yard piping, structural, architectural,
process piping and equipment, plumbing, heating,
ventilation, air conditioning, electrical, and
instrumentation and control. The Project includes
a sequenced construction to decommission the
existing lagoon treatment system and construct a
new Recirculating Sand Filter Treatment System.
The new treatment system includes a precast
concrete Influent Septic Tank, Recirculating Sand
Filter Beds and a pre-engineered wood building
housing the UV disinfection system and emergency
generator. Miscellaneous improvements will be
made to the existing laboratory building
including new shingles, windows, insulation and
drop ceiling, HVAC and electrical room.
|
| | Owner Solicitation Name: | Construction of Phase V of the La Crosse County Solid Waste Landfill
| | Owner Name: | La Crosse County, Facilities Dept.
| | Enginner Name: | Foth & Van Dyke & Associates, Inc.
| | Plankeeper Name |
| | Scope: | Constructing an approximate 6.9 acre solid waste
landfill cell, including a 4' thick recompacted
clay liner, overlain with a 60 mil HDPE
geomembrane and a leachate collection system.
|
| | Owner Solicitation Name: | Steuben Middle School Exterior Window and Door Replacement
| | Owner Name: | Milwaukee Public Schools, Division of Facilities and Maintenance Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Exterior window and door replacement.
|
| | Owner Solicitation Name: | Wastewater Treatment Facilities Headworks Upgrade
| | Owner Name: | Lakeland Sanitary Dist.1
| | Enginner Name: | Becher-Hoppe Associates, Inc.
| | Plankeeper Name |
| | Scope: | Masonry building: 20' x 28', Install fine screen,
Install aerated grit tank equipment.
|
| | Owner Solicitation Name: | 2004 Roadway Improvements
| | Owner Name: | Lake Delton, Village of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | Approximately 2,200 LF roadway reconstruction
with concrete curb and gutter, sidewalk, storm
sewer, utility relocation, asphalt paving,
modular block retaining walls, pavement markings,
associated restoration, and traffic control.
Approximately 1,000 SY of auxiliary lane
construction with 500 LF of 36" concrete curb and
gutter, shoulder and embankment construction,
pavement markings, associated restoration, and
traffic control.
Approximately 450 LF of 36" storm sewer
construction with associated appurtenances.
|
| | Owner Solicitation Name: | U.S.H. 53 Utility Relocations
| | Owner Name: | Eau Claire Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Approximately 4,000 LF of 24" DI sanitary force
main; 5,260 LF of 8" and 12" DI water main;
1,140 LF of 18", 36" and 48" sanitary sewer;
3,875 LF of 12", 15", 18", 24", and 30" storm
sewer; 1,250 LF of 24" and 36" casing pipe (open
cut or jacked/bored); grading, graveling,
concrete curb
and gutter, concrete sidewalk repair, asphaltic
concrete pavement, and lawn restoration.
|
| | Owner Solicitation Name: | Kapec Road Extension and Reconstruction
| | Owner Name: | Fitchburg, City of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Sanitary sewer; water main; storm sewer;
grading; base course; curb and gutter; asphaltic
pavement; restoration and related miscellaneous
items and work.
|
| | Owner Solicitation Name: | Design Services, CTH Y I-43 to CTH I
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Design services.
|
| | Owner Solicitation Name: | Repair Sunshade Fascia and Soffit - Waukesha County Courthouse
| | Owner Name: | Waukesha County, Purchasing Division
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Repair sunshade fascia and soffit.
|
| | Owner Solicitation Name: | Mechanical Revision for the City Hall, 4th Floor, Phase II
| | Owner Name: | Milwaukee Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Building mechanical revision.
|
| | Owner Solicitation Name: | 2004 Street and Drainage Improvements
| | Owner Name: | Paddock Lake, Village of
| | Enginner Name: | Baxter & Woodman, Inc.
| | Plankeeper Name |
| | Scope: | Approximately 6 miles of roadway including
approximately 13,800 T of asphaltic concrete
pavement, 25,600 T of crushed aggregate base
course, roadway excavation, 57,300 SY of
geotextile fabric, 13,950 SY of cold milling,
1,968 lineaLF of RCP storm sewer, 1,728 LF of
CMP culverts, 5,600 LF of ditch excavation, lawn
restoration, and other miscellaneous items of
work.
|
| | Owner Solicitation Name: | Janitorial Services
| | Owner Name: | University of Wisconsin-Madison, Purchasing Services
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Janitorial services.
|
| | Owner Solicitation Name: | 15,000 CY Crushed Aggregate Base Course
| | Owner Name: | Ashland County Highway Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 15,000 CY crushed aggregate base course.
|
| | Owner Solicitation Name: | Pump Station #9 Electrical Work
| | Owner Name: | Madison Metropolitan Sewerage District
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Furnishing and installing a new dual ended, low
voltage, 480 volt ac switchgear to connect two
new power services to the pump station. The new
services are to be connected from and coordinated
with Alliant Energy. A new motor control center
will replace an existing motor control center and
will feed power to and control three wastewater
pumps and other auxiliary loads. The new services
will replace an existing 240 VAC service.
|
| | Owner Solicitation Name: | Highway Quote
| | Owner Name: | Dunn, Town of
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Sealcoating and paving.
|
| | Owner Solicitation Name: | 2004 Utility Improvements
| | Owner Name: | Washburn, City of
| | Enginner Name: | MSA Professional Services, Inc.
| | Plankeeper Name |
| | Scope: | 7,800 LF 12" diameter DIP Watermain, 35,000 LF
8" diameter DIP Watermain, 1,900 LF 6" diameter
DIP Watermain, 13,500 LF 1" diameter Copper
Water Lateral, 5000 LF 18" diameter PVC Sanitary
Sewer, 24,000 LF 8" diameter PVC Sanitary Sewer,
13,000 LF 6" diameter PVC Sanitary Lateral,
22,000 LF 12" to 48" diameter RCP Storm Sewer
with HDPE alternate, 200,000 CY Unclassified
Excavation, 67,000 CY Sand Subbase Course, 65,000
T Crushed Aggregate Base Course, 30,000 T
Asphaltic Pavement, 69,000 LF 30" concrete curb
and gutter, 60,000 SF Concrete sidewalk
replacement,1 EA. Water system Booster Station
and Concrete Masonry Building, 2 EA. Wellhouse
Renovations, 2 EA. Lift Station Rehabilitations,
1 EA. Permanently Mounted and Portable Generator,
1 EA. Radio Telemetry based SCADA System. Boring:
2,700 LF of 12" directional bore (as alternate),
700 LF of 1" directional bores for services
(across highway) and 42" jack & bore.
|
| | Owner Solicitation Name: | Root River Pathway Construction
| | Owner Name: | Racine Public Works Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Pathway construction, grading, excavation.
|
| | Owner Solicitation Name: | Street Light Poles and Accessories, Re-Bid
| | Owner Name: | Milwaukee Procurement Services Section
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Street light poles and accessories.
|
|
Bid Ocean, Inc. helps all types of businesses increase their profits, find more work and submit more bids. Further your company's success. Call 800-631-3689 today. |