Some of the projects published by Bid Ocean in 2004 in the state of South Dakota
| Owner Solicitation Name: | Skid Steer Loader Rental
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Skid Steer Loader Rental
|
| | Owner Solicitation Name: | Lawn Maintenance Service
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Lawn Maintenance Service
|
| | Owner Solicitation Name: | Removal And Installation Of Pavement Marking Arrows And Stop Bars
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removal and installation of pavement marking
arrows and stop bars.
|
| | Owner Solicitation Name: | Planning and Milling of Pavement Surface
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Planning and Milling of Pavement Surface.
|
| | Owner Solicitation Name: | Asphalt Surface Treatment (Chip Seal) Various Streets-2004
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asphalt Surface Treatment
|
| | Owner Solicitation Name: | Skin Patching Various Streets-2004
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Skin Patching Various Streets-2004
|
| | Owner Solicitation Name: | One 2 ton Truck, Single Axle, Automatic Transmission, With 2 Speed Rear Axle, Power Steering & AC Unit.
| | Owner Name: | Charles Mix County
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | one 2 ton truck, single axle, automatic
transmission, with 2 speed rear axle, power
steering & ac, bid must include roadside sprayer
unit.
|
| | Owner Solicitation Name: | Construction Equipment
| | Owner Name: | Meade County Auditor
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Caterpillar, 140 H, Motor Grader, 9TN00744, 5630;
1999, Caterpillar, 140 H, Motor Grader, 9TN00745,
5084; 1999, Caterpillar, 140 H, Motor Grader,
9TN00853, 5171; 1999, Caterpillar, 140 H, Motor
Grader, 2ZK03620, 5028; 1999, Caterpillar, 140 H,
Motor Grader, 2ZK03974, 4244
|
| | Owner Solicitation Name: | Roosevelt High School - CIP II Parking Lot Reconstruction
| | Owner Name: | Sioux Falls School Dist. 49-5
| | Enginner Name: | R F Sayre & Associates
| | Plankeeper Name |
| | Scope: | Project includes parking lot surface and drainage
improvements and other miscellaneous site
improvements. The majority of the estimated
quantities are: 30,000 square yards of asphalt
surfacing and gravel base removal, 15,500 tons of
aggregate base course and 7,700 tons of asphalt
concrete composite and parking lot lighting.
|
| | Owner Solicitation Name: | Maintenance USPFO FY04 SDARNG Rapid City
| | Owner Name: | Dept. of Military and Veterans Affairs, Facilities Management Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Maintenance of heating ventilation air
conditioning, building mechanical equipment and
fire suppression, and alarm systems.
|
| | Owner Solicitation Name: | Hansen Hall Renovations
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: | Banner Associates, Inc.
| | Plankeeper Name |
| | Scope: | Interior renovations to an existing dormitory.
|
| | Owner Solicitation Name: | Access and Parking Lot Improvements at Valley View and Adams Street Apartments in Rapid City
| | Owner Name: | Pennington Co. Housing & Redev. Commision
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Access and Parking Lot Improvements
|
| | Owner Solicitation Name: | 15 kV Switchgear Additions
| | Owner Name: | Parker, City of
| | Enginner Name: | DeWild Grant Reckert & Associates Co.
| | Plankeeper Name |
| | Scope: | The furnishing and installation of two indoor 15
kV metalclad switchgear
breakers in the City substation.
|
| | Owner Solicitation Name: | Electric Distribution Improvements 2004
| | Owner Name: | Parker, City of
| | Enginner Name: | DeWild Grant Reckert & Associates Co.
| | Plankeeper Name |
| | Scope: | Installation of underground primary and
secondary electric lines throughout the City,
including installation of transformers,
padmounted switches, sectionalizing cabinets,
primary risers, and related equipment.
|
| | Owner Solicitation Name: | Site Development 2002 Phase 1 South Dakota Army National Guard
| | Owner Name: | Dept. of Military and Veterans Affairs, Facilities Management Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Site grading, road and parking lot construction,
site drainage, security fencing, security
lighting, landscaping and miscellaneous other
site work.
|
| | Owner Solicitation Name: | Medary Avenue Tunnel Repair
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: | Farris Engineering Inc.
| | Plankeeper Name |
| | Scope: | Demolition, general, mechanical, and/or
electrical work.
|
| | Owner Solicitation Name: | Pavement Marking Improvements on Various Streets.
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Pavement marking improvements.
|
| | Owner Solicitation Name: | Valley View Road to Marion Road, Water Main Replacement
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Open cut 2,940 LF 8" C900 PVC water main,
pavement milling & overlay.
|
| | Owner Solicitation Name: | Sanitary Sewer Repairs on Various Streets for 2004 Street Overlay Program
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 43 EA Sanitary sewer spot repairs on various
streets.
|
| | Owner Solicitation Name: | Invitation To Bid Reroof Brandon Elementary Classroom Building
| | Owner Name: | Brandon Valley School Dist. No. 49-2
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Classroom building reroof.
|
| | Owner Solicitation Name: | RFP for Design Services for the Sherman Avenue to East Reservoir Transmission Main
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | RFP for Design Services for Water: Install
approximately 4,250 LF of 30"
DIP transmission main and
appurtenances. Route alignment will parallel the
existing 20" transmission main along the
abandoned railroad right-of-way.
Sanitary Sewer: Remove and replace approximately
900 LF of sewer pipe, miscellaneous manhole
adjustments, restoration, and reconstruction, and
miscellaneous spot repairs. Storm Sewer:
Repair/replace the storm sewer system.
Street: Pavement replacement will be completed
only on the portions of the street that are
disturbed for utility work. *See attached file
for details.
|
| | Owner Solicitation Name: | New Roofing System
| | Owner Name: | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removal (complete tear-off) of the existing built-
up roofing system and replacement with a new
single ply adhered single ply EPDM roofing
system. Mechanical and electric disconnects and
replacement/rerouting of air conditioning line
sets and conduit/wiring are also included.
|
| | Owner Solicitation Name: | Road Reconstruction, Structure and Approach Grading
| | Owner Name: | Minnehaha County Highway Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Road reconstruction, structure and approach
grading.
|
| | Owner Solicitation Name: | Elevator Upgrade
| | Owner Name: | Dept. of Veterans Affairs Black Hills Health Care System, (FIN-20)
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Upgrade Elevator. Alterations, mechanical and
electrical work, elevator upgrade and elevator
component replacement.
|
| | Owner Solicitation Name: | Complete Renovation of the Lee Medicine Science Building
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Provide building systems commissioning services
including mechanical and electrical systems and
lab equipment and shall coordinate efforts with
the owner, architect, and contractor.
|
| | Owner Solicitation Name: | Bridge Deck Epoxy Chip Seals
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Bridge deck epoxy chip seals, concrete, pavement
marking, site work. Please see attached file for
the entire list of bid items.
|
| | Owner Solicitation Name: | Traffic Signals
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 221.3 Ft Remove Concrete Curb and
Gutter; 16.5 SqYd Remove Concrete Sidewalk; 1
Each Remove Luminaire Pole; 1
Each Remove Luminaire Pole Footing; 2 Each Remove
Pipe End Section for Reset; 135 CuYd Unclassified
Excavation; 165 CuYd
Contractor Furnished Borrow; Incidental Work; 24
Ft 24" RCP Class 2, Furnish; 24 Ft 24" RCP,
Install; 56 Ft 48" RCP Arch
Class 2, Furnish; 56 Ft 48" RCP Arch, Install; 2
Each Reset Pipe End Section; 9 SqFt Flat Aluminum
Sign,Nonremov. Copy High
Intensity; 2,295 Ft Cold Applied Plastic Pvmt
Marking, 4"; 690 Ft Cold Applied Plastic Pvmt
Marking, 24"; 6 Each Cold
Applied Plastic Pvmt Marking, Arrow; 875 Ft
Pavement Marking Paint, 4" White; 2,295 Ft Groove
Pavement for Pavement
Marking, 4"; 690 Ft Groove Pavement for Pavement
Marking, 24"; 6 Each Groove Pavement for Pavement
Marking, Arrow; 1,114
Unit Traffic Control; Traffic Control,
Miscellaneous; 2 Each Type C Advance Warning
Arrow Panel; 1 Each Signal Pole with
50' Mast Arm; 2 Each Signal Pole with 25' Mast
Arm and Luminaire Arm; 1 Each Signal Pole with
45' Mast Arm and Luminaire
Arm; 1 Each Wood Utility Pole; 3 Each Roadway
Luminaire, 400 Watt with Photoelectric Cell; 14
Each 3 Section Vehicle Signal
Head; 42 Ft 3' Diameter Footing; 12 Each 18"
Diameter Junction Box; 1 Each 24" Diameter
Junction Box; 1 Each Electrical
Service Cabinet; 1 Each Traffic Signal
Controller; 1 Each Meter Socket; 18 Each Sawed-In
Detector Loop; 15 Each Detector
Unit; 8 Each Pedestrian Push Button; 8 Each
Pedestrian Signal Head; 8 Each Pedestrian
Crossing Sign; 1,075 Ft 2" Rigid
Conduit, Schedule 40; 25 Ft 5" Rigid Conduit,
Schedule 40; 265 Ft 2" Rigid Conduit, Schedule
80; 180 Ft 3" Rigid Conduit,
Schedule 80; 115 Ft 4" Rigid Conduit, Schedule
80; 960 Ft 1/C #4 AWG Copper Wire; 1,185 Ft 1/C
#6 AWG Copper Wire; 60 Ft
2/C #14 AWG Copper Tray Cable, K2; 425 Ft 4/C #14
AWG Copper Tray Cable, K2; 615 Ft 7/C #14 AWG
Copper Tray Cable, K2; 440
Ft 26/C #14 AWG Copper Tray Cable, K2; 5,400 Ft
#16 AWG Copper Twisted Shielded Pair; 200 Ft 2/C
#10 AWG Copper Pole and
Bracket Cable; 192 Ft Type B66 Concrete Curb and
Gutter; 890 SqFt 4" Concrete Sidewalk; 2 Each 3'
x 10' Type S Drop Inlet;
Erosion Control.
|
| | Owner Solicitation Name: | Minor Grading, Storm Sewer, Curb & Gutter, PCCP, Surfacing, Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; .4 Mile Grade Staking;
Miscellaneous Staking; .2 Mile Slope Staking; 50
Hour Three Man Survey Crew; 11 Each
Remove Drop Inlet; 11 Each Remove Drop Inlet
Frame and Grate Assembly; 4,220 SqYd Remove
Concrete Pavement; 1,123 SqYd
Remove Concrete Sidewalk; 1,407 CuYd Unclassified
Excavation; 806 CuYd Contractor Furnished Borrow;
1,407 CuYd
Undercutting; 170 Ton Shot Rock; 222 SqYd 6" PCC
Approach Pavement; 62 SqYd 8" PCC Fillet Section;
39 CuYd Class M6
Concrete; 6,009 Lb Reinforcing Steel; 1 Each Type
II Field Laboratory; 2 Each Remove and Reset
Luminaire Pole; 1,475 Ft 1"
Rigid Conduit, Schedule 80; 4,500 Ft 1/C #6 AWG
Copper Wire; 1,500 Ft 1/C #10 AWG Copper Wire;
1,064 Ft Type B68 Concrete
Curb and Gutter; 345 Ft Type BL68 Concrete Curb
and Gutter; 60 Ft Type D48 Concrete Curb and
Gutter; 368 Ft Type P8
Concrete Gutter; 6,126 SqFt 4" Concrete Sidewalk;
13 Each Type B Frame and Grate Assembly; 13 Each
Precast Drop Inlet
Collar; 2 Each 2" Adjusting Ring for Manhole; 2
Each 6" Adjusting Ring for Manhole; 2 Each Type
A8 Manhole Frame and Lid; 4
Each Type S Manhole Frame and Lid; 692 Ft 18" RCP
Class 2, Furnish; 692 Ft 18" RCP, Install; 48 Ft
24" RCP Class 2,
Furnish; 48 Ft 24" RCP, Install; 254 Ft 30" RCP
Class 2, Furnish; 254 Ft 30" RCP, Install; 8 Each
18" RCP Bend, Furnish; 8
Each 18" RCP Bend, Install; 6 Each 30" RCP Bend,
Furnish; 6 Each 30" RCP Bend, Install; 2 Each RCP
Tee, Furnish; 2 Each RCP
Tee, Install; 2 Each RCP Increaser, Furnish; 2
Each RCP Increaser, Install; 1,418.1 Ton Gravel
Cushion; 51.9 Ton Asphalt
Concrete Composite; 5 Each Remove, Salvage,
Relocate, and Reset Traffic Sign; 200 Hour
Flagging; 2,009 Unit Traffic
Control; Traffic Control, Miscellaneous; 400 Ft
Remove Silt Fence; 400 Ft Silt Fence; 40 CuYd
Mucking Silt Fence; 100 Ft
Repair Silt Fence; 17 Each Sediment Control at
Inlet; 16.1 MGal Water for Granular Material;
3,623.1 SqYd 8" Nonreinforced
PCC Pavement; 1,565 Each Dowel Bar; 63 Each
Insert Steel Bar in PCC Pavement; 2,530 Ft Cold
Applied Plastic Pvmt Marking,
4"; 224 Ft Cold Applied Plastic Pvmt Marking,
24"; 2,530 Ft Groove Pavement for Pavement
Marking, 4"; 224 Ft Groove
Pavement for Pavement Marking, 24".
|
| | Owner Solicitation Name: | Utility and Street Plans
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; Incidental Work; 152 Ton Gravel
Cushion; 127 Ton Asphalt Concrete Composite; 370
SqYd 8" Nonreinforced PCC
Pavement; 14.2 SqYd 8" PCC Fillet Section; 11 Ft
15" RCP Class 2, Furnish; 11 Ft 15" RCP, Install;
166 Ft 30" RCP Class 2,
Furnish; 166 Ft 30" RCP, Install; 14 Each 30" RCP
Bend, Furnish; 14 Each 30" RCP Bend, Install; 1
Each RCP Tee, Furnish; 1
Each RCP Tee, Install; 14 Each Pipe Encasement;
808 Ft 6" PVC Water Main; 841 Ft 12" PVC Water
Main; 748 Ft 8" PVC Sewer
3 of 6
Pipe; 262 Ft 12" PVC Sewer Pipe; 338 Ft 18" PVC
Sewer Pipe; 792 Ft 4" Sewer Service; 20 Ft 6"
Sewer Service; 33 Each 1"
Water Service; 1 Each 1.5" Water Service; 1 Each
4" Water Service; 3 Each 6" Gate Valve with Box;
8 Each 12" Gate Valve
with Box; 5 Each Standard Fire Hydrant; 390 Ton
Pipe Bedding Material; 7 Each Connect To Existing
Water Main; 5 Each
Concrete Valve Box Collar; 100 Hour Flagging;
Traffic Control, Miscellaneous; 80 Ft Type B68
Concrete Curb and Gutter; 125
Ft Type BL68 Concrete Curb and Gutter; 35 Ft 8"
Concrete Valley Gutter; 385 SqFt 4" Concrete
Sidewalk; 1 Each 2' x 3' Type
B Drop Inlet; 1 Each Type B Frame and Grate
Assembly; 1 Each 5' x 5' Junction Box; 1 Each
Special Manhole; 8 Each 48"
Manhole; 9 Each Type A8 Manhole Frame and Lid; 3
Each Connect Into Existing Manhole; 3 Each
Concrete Manhole Collar; 2 Each
Bollard.
|
| | Owner Solicitation Name: | Grading, PCCP, AC Resurfacing, Storm Sewer, Signals, Roadway Lighting, Permanent Signing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 3.09 Mile Grade Staking; 1.17 Mile
Miscellaneous Staking; 3.62 Mile Slope Staking; 3
Each Structure Staking;
20 Hour Three Man Survey Crew; Clearing; 4,629 Ft
Remove Concrete Curb and Gutter; 116 Ft Remove
Concrete Gutter; 3 Each
Remove Drop Inlet; 3 Each Remove Drop Inlet Frame
and Grate Assembly; 928.6 SqYd Remove Asphalt
Concrete Approach Pavement;
77.8 SqYd Remove Concrete Approach Pavement;
256.5 SqYd Remove Concrete Median Pavement; 335.8
SqYd Remove Concrete
Driveway Pavement; 604.3 SqYd Remove Concrete
Sidewalk; 3 Each Remove Pipe End Section for
Reset; 52,485 CuYd Unclassified
Excavation; 2,994 CuYd Contractor Furnished
Borrow; 14,600 CuYd Undercutting; 293.1 MGal
Water for Embankment; Incidental
Work, Grading; 31,569.9 Ton Salv and Stockpile
Asph Mix and Granular Base Material; 1,483.2 SqYd
4" Barrier Type Colored
Median PCC Pavement; 311.4 SqYd 8" PCC Driveway
Pavement; 104.5 SqYd 8" PCC Approach Pavement;
193.7 SqYd 9" PCC Fillet
Section; 29 CuYd Pipe Culvert Undercut; 3 Each
Reset Pipe End Section; 15.7 CuYd Class M6
Concrete; 30,247 Lb Reinforcing
Steel; 1 Each Type II Field Laboratory; 2,888 Ft
Type B69 Concrete Curb and Gutter; 2,656 Ft Type
F66 Concrete Curb and
Gutter; 113 Ft Type FL66 Concrete Curb and
Gutter; 3,052 Ft Type FL69 Concrete Curb and
Gutter; 228 Ft Modified Type P9
Concrete Gutter; 21,610 SqFt 4" Concrete
Sidewalk; 7 Each Type B Frame and Grate Assembly;
1 Each Type C Frame and Grate; 7
Each Precast Drop Inlet Collar; 2 Each Type S
Manhole Frame and Lid; 1 Each Adjust Manhole; 4.5
CuYd Bank and Channel
Protection Gabion; 4 Each Refurbish Single
Mailbox; 8 Each Refurbish Double Mailbox;
Maintenance of Traffic; 2,000 Hour
Flagging; 4,955 Unit Traffic Control; Traffic
Control, Miscellaneous; 680 Each Tubular Marker;
2 Each Type A Advance
Warning Arrow Panel; 5.9 Mile Temporary Pavement
Marking; Detour Signing; 916 Ft Remove Silt
Fence; 9,089 CuYd Placing
Topsoil; 315 Lb Permanent Seeding; .9 Ton
Fertilizing; 35 Ton Mulching; 100 Each Erosion
Bale; 916 Ft Silt Fence; 254 CuYd
Mucking Silt Fence; 916 Ft Repair Silt Fence; 9
Each Sediment Control at Inlet; 97 CuYd Structure
Excavation, Box Culvert;
456 CuYd Box Culvert Undercut; 187.1 CuYd Class
A45 Concrete, Box Culvert; 56.9 CuYd Breakout
Structural Concrete; 90 Each
Install Dowel in Concrete; 115.6 Ft Steel Bicycle
Railing; 701 SqFt Special Type C Concrete
Retaining Wall; 304.1 Ton Class
B Riprap; 147 Ton Class C Riprap; 507 SqYd Type B
Drainage Fabric; 77.5 CuYd Unclassified
Excavation, Digouts; 293.6 MGal
Water for Granular Material; 24,458.3 Ton Gravel
Cushion, Salvaged; 724.7 Ton PG 64-28 Asphalt
Binder; 12,187 Ton Class G
Asphalt Concrete; 3 Each Compaction Sample; 121
Ton Hydrated Lime; 1,763 Ft Saw and Seal Shoulder
Joint; 20.2 Ton MC-70
Asphalt for Prime; 20.8 Ton SS-1h or CSS-1h
Asphalt for Tack; 13.7 Ton SS-1h or CSS-1h
Asphalt for Flush Seal; 151.1 Ton
Sand for Flush Seal; 29,454.3 SqYd Cold Milling
Asphalt Concrete; 22,166.5 SqYd 9" Nonreinforced
PCC Pavement; 5,000 SqYd
Fast Track Concrete; 10,019 Each Dowel Bar; 537
Each Insert Steel Bar in PCC Pavement; 13 Each
Remove Luminaire Pole; 30
Each Remove Luminaire Pole Footing; Incidental
Work; 25 Each Breakaway Base Luminaire Pole with
Arm, 50' Mt Height; 1 Each
Signal Pole with 15' Mast Arm and Luminaire Arm;
1 Each Signal Pole with 30' Mast Arm and
Luminaire Arm; 1 Each Signal Pole
with 35' Mast Arm and Luminaire Arm; 1 Each
Signal Pole with 45' Mast Arm and Luminaire Arm;
59 Each Roadway Luminaire, 400
Watt with Photoelectric Cell; 13 Each 3 Section
Vehicle Signal Head; 2 Each 5 Section Vehicle
Signal Head; 348 Ft 2'
Diameter Footing; 44 Ft 3' Diameter Footing; 44
Each 18" Diameter Junction Box; 2 Each 24"
Diameter Junction Box; 2 Each
Electrical Service Cabinet; 1 Each Traffic Signal
Controller; 2 Each Meter Socket; 21 Each
Preformed Detector Loop; 13 Each
Detector Unit; 1 Each Emergency Vehicle
Preemption Unit; 3 Each Optical Detector; 6 Each
Pedestrian Push Button; 6 Each
Pedestrian Signal Head; 6 Each Pedestrian
Crossing Sign; 17 Each Remove and Reset Luminaire
Pole; 8,505 Ft 2" Rigid
Conduit, Schedule 40; 50 Ft 5" Rigid Conduit,
Schedule 40; 2,000 Ft 2" Rigid Conduit, Schedule
80; 200 Ft 3" Rigid Conduit,
Schedule 80; 110 Ft 4" Rigid Conduit, Schedule
80; 70 Ft 5" Rigid Conduit, Schedule 80; 8,050 Ft
1/C #4 AWG Copper Wire;
32,265 Ft 1/C #6 AWG Copper Wire; 45 Ft 2/C #14
AWG Copper Tray Cable, K2; 910 Ft 3/C #14 AWG
Copper Tray Cable, K2; 1,390
Ft 4/C #14 AWG Copper Tray Cable, K2; 615 Ft 7/C
#14 AWG Copper Tray Cable, K2; 225 Ft 12/C #14
AWG Copper Tray Cable, K2;
855 Ft 24/C #14 AWG Copper Tray Cable, K2; 3,460
Ft #16 AWG Copper Twisted Shielded Pair; 2,690 Ft
2/C #10 AWG Copper Pole
and Bracket Cable; 8,695 Ft Cold Applied Plastic
Pvmt Marking, 4"; 920 Ft Cold Applied Plastic
Pvmt Marking, 8"; 1,125 Ft
Cold Applied Plastic Pvmt Marking, 24"; 100 SqFt
Cold Applied Plastic Pvmt Marking, Area; 9 Each
Cold Applied Plastic Pvmt
Marking, Arrow; 20,830 Ft Pavement Marking Paint,
4" White; 12,405 Ft Pavement Marking Paint, 4"
Yellow; 140 Ft Pavement
Marking Paint, 24" White; 130 Ft Pavement Marking
Paint, 24" Yellow; 50 SqFt Pavement Marking
Paint, Area; 4 Each Pavement
Marking Paint, Arrow; 8,695 Ft Groove Pavement
for Pavement Marking, 4"; 920 Ft Groove Pavement
for Pavement Marking, 8";
1,125 Ft Groove Pavement for Pavement Marking, 24
100 SqFt Groove Pavement for Pavement Marking,
Area; 9 Each Groove
Pavement for Pavement Marking, Arrow; 122.5 Ft
1.75"x1.75" Perforated Tube Post; 162.5 Ft
2.0"x2.0" Perforated Tube Post;
451.5 Ft 2.5"x2.5" Perforated Tube Post; 442.5
SqFt Flat Aluminum Sign,Nonremov. Copy High
Intensity; 17 Each Reset Sign;
90 Each Remove, Salvage, Relocate, and Reset Traf
216 Ft 18" RCP Class 2, Furnish; 216 Ft 18" RCP,
Install; 36 Ft 54" RCP
Class 2, Furnish; 36 Ft 54" RCP, Install; 14 Ft
60" RCP Class 2, Furnish; 14 Ft 60" RCP, Install;
80 Ft 18" RCP Arch Class
2, Furnish; 80 Ft 18" RCP Arch, Install; 5 Each
18" RCP Flared End, Furnish; 5 Each 18" RCP
Flared End, Install; 3 Each 18"
RCP Arch Safety End, Furnish; 3 Each 18" RCP Arch
Safety End, Install; 1 Each 18" RCP Bend,
Furnish; 1 Each 18" RCP Bend,
Install; 78 Ft 36" CMP 16 Gauge, Furnish; 78 Ft
36" CMP, Install; 108 Ft 18" CMP Arch 16 Gauge,
Furnish; 108 Ft 18" CMP
Arch, Install; 48 Ft 24" CMP Arch 16 Gauge,
Furnish; 48 Ft 24" CMP Arch, Install; 2 Each 24"
CMP Arch Flared End, Furnish;
2 Each 24" CMP Arch Flared End, Install; 4 Each
18" CMP Arch Safety End, Furnish; 4 Each 18" CMP
Arch Safety End, Install;
4 Each 36" CMP Safety End, Furnish; 4 Each 36"
CMP Safety End, Install; 566 Ft Type 3 Right-of-
Way Fence; 15 Each 2 Post
Panel; 2 Each 3 Post Panel; 580 Ft Remove Fence;
566 Ft Type 1 Temporary Fence.
|
| | Owner Solicitation Name: | Grading, Curb, Gutter, Surfacing, Permanent Signing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; .85 Mile Grade Staking; .85 Mile
Final Cross Section Survey; Miscellaneous
Staking; .85 Mile Slope Staking;
20 Hour Three Man Survey Crew; 1 Each Clear and
Grub Tree; Clearing; 170,545 CuYd Unclassified
Excavation; 77,851 CuYd
Contractor Furnished Borrow; 2,792 CuYd Muck
Excavation; 16,626 CuYd Undercutting; 2,829 MGal
Water for Embankment;
Incidental Work, Grading; 103.4 SqYd 6" PCC
Driveway Pavement; 183.6 SqYd 6" PCC Fillet
Section; 292 CuYd Pipe Culvert
Undercut; 1 Each Type II Field Laboratory; 1,821
Ft Type B66 Concrete Curb and Gutter; 175 Ft Type
D46 Concrete Curb and
Gutter; 70 Ft Type P6 Concrete Gutter; 76 Ft 6"
Concrete Valley Gutter; 14 Each 2' x 3' Type B
Drop Inlet; 14 Each Type B
Frame and Grate Assembly; 2 Each 3' x 4' Type C
Drop Inlet; 2 Each Type C Frame and Grate; 50 Ft
4" Corrugated Polyethylene
Drainage Tubing; 1,500 Ft 4" Slotted Corrugated
Polyethylene Drainage Tubing; 1 Each Precast
Concrete Headwall for Drain;
360 Ton Porous Backfill; 33.6 Ton Class B Riprap;
75 SqYd Type B Drainage Fabric; Maintenance of
Traffic; 686 Unit Traffic
Control; Traffic Control, Miscellaneous; 732 Ft
Remove Silt Fence; 10,469 CuYd Placing Topsoil;
1.2 Bu Cover Crop Seeding;
272 Lb Permanent Seeding; 1,510 Lb Fertilizing;
30 Ton Mulching; 636 Each Erosion Bale; 630 Ft
Low Flow Silt Fence; 132 Ft
High Flow Silt Fence; 318 CuYd Mucking Silt
Fence; 762 Ft Repair Silt Fence; 10 Each Sediment
Control at Inlet; 20 MGal
Water for Granular Material; 8,937 Ton Base
Course; 78.96 Ton PG 64-28 Asphalt Binder; 1,316
Ton Class E Asphalt Concrete;
22.12 Ton MC-70 Asphalt for Prime; 1.14 Ton SS-1h
or CSS-1h Asphalt for Tack; 1.14 Ton SS-1h or CSS-
1h Asphalt for Flush
Seal; 21 Ton Sand for Flush Seal; 182 Ft
2.0"x2.0" Perforated Tube Post; 114.1 SqFt Flat
Aluminum Sign,Nonremov. Copy High
Intensity; 800 Ft 18" RCP Class 2, Furnish; 800
Ft 18" RCP, Install; 84 Ft 24" RCP Class 2,
Furnish; 84 Ft 24" RCP,
Install; 132 Ft 36" RCP Class 3, Furnish; 318 Ft
36" RCP, Install; 186 Ft 36" RCP Class 5,
Furnish; 134 Ft 48" RCP Class 3,
Furnish; 318 Ft 48" RCP, Install; 184 Ft 48" RCP
Class 5, Furnish; 1 Each 18" RCP Flared End,
Furnish; 1 Each 18" RCP
Flared End, Install; 2 Each 24" RCP Flared End,
Furnish; 2 Each 24" RCP Flared End, Install; 1
Each 36" RCP Flared End,
Furnish; 1 Each 36" RCP Flared End, Install; 2
Each 48" RCP Flared End, Furnish; 2 Each 48" RCP
Flared End, Install; 84 Ft
18" CMP 16 Gauge, Furnish; 84 Ft 18" CMP,
Install; 76 Ft 24" CMP 16 Gauge, Furnish; 76 Ft
24" CMP, Install; 132 Ft 36" CMP
16 Gauge, Furnish; 132 Ft 36" CMP, Install; 2
Each 18" CMP Safety End, Furnish; 2 Each 18" CMP
Safety End, Install; 2 Each
24" CMP Safety End, Furnish; 2 Each 24" CMP
Safety End, Install; 1 Each 18" CMP Flared End,
Furnish; 1 Each 18" CMP Flared
End, Install; 1 Each 36" CMP Flared End, Furnish;
1 Each 36" CMP Flared End, Install; 2 Each 18"
CMP Elbow, Furnish; 2 Each
18" CMP Elbow, Install; 2 Each 36" CMP Elbow,
Furnish; 2 Each 36" CMP Elbow, Install; 1 Each
18" RCP to CMP Transition,
Furnish; 1 Each 18" Pipe Transition, Install; 1
Each 36" RCP to CMP Transition, Furnish; 1 Each
36" Pipe Transition,
Install; 3,856 Ft Type 2 Right-of-Way Fence; 42
Each 2 Post Panel; 1 Each 3 Post Panel; 2,097 Ft
Remove Fence.
|
| | Owner Solicitation Name: | Water and Sewer
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; Incidental Work, Grading; 18 Ft 6"
PVC Water Main; 3,262 Ft 8" PVC Water Main; 619
Ft 1" Copper Pipe; 72 Ft
8" PVC Sewer Pipe; 608 Ft 10" PVC Sewer Pipe; 350
Ft 4" Sewer Service; 70 Ft 6" Sewer Service; 10
Each 8"x4" Pipe Wye; 2
Each 8"x6" Pipe Wye; 3 Each 8"x6" Pipe Tee; 1
Each 8"x8" Pipe Tee; 12 Each 1" Corporation Stop
with Tapping Saddle; 12 Each
1" Curb Stop with Box; 3 Each 6" Pipe Bend; 4
Each 8" Pipe Bend; 2 Each 8" Pipe Plug; 3 Each 6"
Gate Valve with Box; 3 Each
8" Gate Valve with Box; 3 Each Standard Fire
Hydrant; 2 Each Yard Hydrant; 11 Each Thrust
Block; 4,306 Ft Trench
Dewatering; 3,262 Ft Trench 0' to 6' Deep; 680 Ft
Trench 6' to 8' Deep; 2 Each Connect To Existing
Water Main; 2 Each 48"
Manhole; 2 Each Type A7 Manhole Frame and Lid; 1
Each Connect Into Existing Manhole.
|
| | Owner Solicitation Name: | Signing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; Incidental Work; 5,192 Ft 1.12
Lb/Ft Flanged Channel Post; 3,419 Ft 2.5 Lb/Ft
Flanged Channel Post; 15,210 Ft
2.0"x2.0" Perforated Tube Post; 1,298 Each 4"x4"
White Delineator Reflector; 718 Each Type 2
Object Marker; 168 Each Type 3
Object Marker; 5,111 SqFt Flat Aluminum
Sign,Nonremov. Copy High Intensity.
|
| | Owner Solicitation Name: | County Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 35,480 Gal Pavement Marking Paint,
White; 13,538 Gal Pavement Marking Paint, Yellow;
37 Each Pavement Marking
Paint, Railroad Crossing; Traffic Control,
Miscellaneous.
|
| | Owner Solicitation Name: | County Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 4,277 Gal Pavement Marking Paint,
White; 1,596 Gal Pavement Marking Paint, Yellow;
3 Each Pavement Marking
Paint, Railroad Crossing; Traffic Control,
Miscellaneous.
|
| | Owner Solicitation Name: | County Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 13,682 Gal Pavement Marking Paint,
White; 9,945 Gal Pavement Marking Paint, Yellow;
35 Each Pavement Marking
Paint, Railroad Crossing; Traffic Control,
Miscellaneous; 100 Each Pavement Marking Paint,
Arrow; 990 Ft Pavement Marking
Paint, 24" White; 200 Ft Pavement Marking Paint,
24" Yellow.
|
| | Owner Solicitation Name: | Bump / Heave Repair & Underdrains
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 450 CuYd Unclassified Excavation,
Digouts; 1,260 Ton Base Course, State Furnished;
371 Ton PG 64-28 Asphalt
Binder; 5,708 Ton Class E Asphalt Concrete; 9.8
Ton SS-1h or CSS-1h Asphalt for Tack; 10.7 Ton SS-
1h or CSS-1h Asphalt for
Flush Seal; 142 Ton Sand for Flush Seal; 5,053
SqYd Grinding Asphalt Concrete; 250 Hour
Flagging; 2,038 Unit Traffic
Control; Traffic Control, Miscellaneous; 2 Each
Type C Advance Warning Arrow Panel; 5.1 Mile
Temporary Pavement Marking;
445 Ft 4" Corrugated Polyethylene Drainage
Tubing; 3,150 Ft 4" Slotted Corrugated
Polyethylene Drainage Tubing; 11 Each
Precast Concrete Headwall for Drain; 2,066 Ton
Porous Backfill.
|
| | Owner Solicitation Name: | Shoulder Restoration and Edge Drain Installation
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 2,865 CuYd Unclassified Excavation,
Digouts; 1,523 MGal Water for Granular Material;
9.6 Mile Ordinary
Roadway Shaping; 9.6 Mile Heavy Roadway Shaping;
Incidental Work; 5,730 Ton Subbase, Salvaged;
64,477 Ton Base Course,
Salvaged; 70,609 Ton Salv and Stockpile Asph Mix
and Granular Base Material; 6,132 Ton Haul and
Stockpile Granular
Material; 1,508 Ton PG 64-22 Asphalt Binder;
26,188 Ton Class E Asphalt Concrete; 3 Each
Compaction Sample; 201,887 Ft Saw
and Seal Shoulder Joint; 38.2 Mile Grind Rumble
Strip in Asphalt Concrete; 204.7 Ton MC-70
Asphalt for Prime; 57 Ton SS-1h
or CSS-1h Asphalt for Tack; 55.3 Ton SS-1h or CSS-
1h Asphalt for Flush Seal; 4,346 Ton Cold Milling
Asphalt Concrete; 1
Each Type II Field Laboratory; 224 Ft 2.5"x2.5"
Perforated Tube Post; 248 Each 4"x4" White
Delineator with 1.12 Lb/Ft Post;
84 Each 4"x8" White Delineator with 1.12 Lb/Ft 16
Each Remove, Salvage, Relocate, and Reset Traffic
Sign; 544 Gal Pavement
Marking Paint, White; 384 Gal Pavement Marking
Paint, Yellow; 750 Hour Flagging; 1,828 Unit
Traffic Control; Traffic
Control, Miscellaneous; 202 Each Tubular Marker;
2 Each Type C Advance Warning Arrow Panel; 7,200
Ft 4" Temporary Pavement
Marking Tape Type 2; 201,887 Ft Edge Drain; 439
Each Edge Drain Outlet; 439 Each Precast Concrete
Headwall for Drain; 720
Lb Permanent Seeding; 2 Ton Fertilizing; 80 Ton
Mulching.
|
| | Owner Solicitation Name: | Cold Milling, AC Resurfacing & Slope Flattening
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 21.6 Mile Construction Staking; 30
Hour Three Man Survey Crew; 88 Each Remove Pipe
End Section; 1,080 CuYd
Unclassified Excavation, Digouts; 3,384 CuYd
Contractor Furnished Borrow; 108 MGal Water for
Granular Material; 13,163 Ton
Base Course, Salvaged Asphalt Mix; 5,000 Ton
Granular Material, Furnish; 9,380 Ton Blend,
Haul, and Stockpile Granular
Material; 3,027.6 Ton PG 64-28 Asphalt Binder;
50,211 Ton Class Q-MVT Asphalt Concrete; 498.7
Ton Hydrated Lime; 115.7 Ton
MC-70 Asphalt for Prime; 101.2 Ton SS-1h or CSS-
1h Asphalt for Tack; 81.9 Ton SS-1h or CSS-1h
Asphalt for Flush Seal; 1,125
Ton Sand for Flush Seal; 327,154 SqYd Cold
Milling Asphalt Concrete; 432 Ft 24" RCP Class 2,
Furnish; 432 Ft 24" RCP,
Install; 60 Each 24" RCP Safety End, Furnish; 60
Each 24" RCP Safety End, Install; 68 Ft 18" CMP
16 Gauge, Furnish; 68 Ft
18" CMP, Install; 18 Ft 24" CMP 16 Gauge,
Furnish; 18 Ft 24" CMP, Install; 26 Each 18" CMP
Safety End, Furnish; 26 Each 18"
CMP Safety End, Install; 8 Each 24" CMP Safety
End, Furnish; 8 Each 24" CMP Safety End, Install;
1 Each Type II Field
Laboratory; 731 Gal Pavement Marking Paint,
White; 270 Gal Pavement Marking Paint, Yellow; 5
Each Pavement Marking Paint,
Arrow; 1,200 Hour Flagging; 600 Hour Pilot Car;
1,828 Unit Traffic Control; Traffic Control,
Miscellaneous; 86.4 Mile
Temporary Pavement Marking; 46 Lb Permanent
Seeding; 232 Lb Fertilizing; 8 Each Refurbish
Single Mailbox.
|
| | Owner Solicitation Name: | Paving Work
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 248,337 Gal Asphalt Emulsion for
Microsurfacing; 8,797 Ton Mineral Aggregate for
Microsurfacing; 1,194 Gal
Pavement Marking Paint, White; 430 Gal Pavement
Marking Paint, Yellow; 298 Hour Flagging; 149
Hour Pilot Car; 984 Unit
Traffic Control; Traffic Control, Miscellaneous;
71 Mile Temporary Pavement Marking.
|
| | Owner Solicitation Name: | Paving Work
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 82,318 Lb Asphalt Concrete Crack
Sealing; 490 Hour Flagging; 220 Hour Pilot Car;
424 Unit Traffic Control;
Traffic Control, Miscellaneous; 2 Each Type C
Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | Crack Sealing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 29,337 Lb Asphalt Concrete Crack
Sealing; 440 Hour Flagging; 150 Hour Pilot Car;
1,192 Unit Traffic Control;
Traffic Control, Miscellaneous; 2 Each Type C
Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | AC Crack Sealing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 23,210 Lb Asphalt Concrete Crack
Sealing; 100 Hour Flagging; 50 Hour Pilot Car;
476 Unit Traffic Control;
Traffic Control, Miscellaneous.
|
| | Owner Solicitation Name: | AC Crack Sealing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 44,100 Lb Asphalt Concrete Crack
Sealing; 740 Hour Flagging; 370 Hour Pilot Car;
238 Unit Traffic Control; Traffic Control,
Miscellaneous.
|
| | Owner Solicitation Name: | AC Crack Sealing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 29,300 Lb Asphalt Concrete Crack
Sealing; 130 Hour Flagging; 65 Hour Pilot Car;
510 Unit Traffic Control;
Traffic Control, Miscellaneous; 1 Each Type C
Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | AC Crack Sealing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 28,997 Lb Asphalt Concrete Crack
Sealing; 780 Ton AE150S Asphalt for Surface
Treatment; 3,412 Ton Modified
Cover Aggregate; 1,456 Ton Modified Cover
Aggregate; 2,092 Ton Modified Cover Aggregate;
1,452 Gal Pavement Marking Paint,
White; 995 Gal Pavement Marking Paint, Yellow;
370 Hour Flagging; 100 Hour Pilot Car; 3,041 Unit
Traffic Control; Traffic
Control, Miscellaneous; 43 Mile Temporary
Pavement Marking.
|
| | Owner Solicitation Name: | Road Improvement
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 68.8 Ton SS-1h or CSS-1h Asphalt
for Fog Seal; 100 Ton Sand for Flush Seal; 927.1
Ton AE150S Asphalt for
Surface Treatment; 337 Ton Modified Cover
Aggregate; 5,314 Ton Modified Cover Aggregate;
3,722 Ton Modified Cover
Aggregate; 1,700 Gal Pavement Marking Paint,
White; 672 Gal Pavement Marking Paint, Yellow;
404 Hour Flagging; 93 Hour
Pilot Car; 3,557 Unit Traffic Control; Traffic
Control, Miscellaneous; 2 Each Type C Advance
Warning Arrow Panel; 57 Mile
Temporary Pavement Marking.
|
| | Owner Solicitation Name: | Grading, AC Surfacing, Drainage
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; Construction Staking; Checker;
Clearing; 7 Ft Remove Concrete Curb and Gutter;
226 MGal Water for Embankment;
44 SqYd Remove Asphalt Concrete Pavement; 1,514
Ft Remove Silt Fence; 28,094 CuYd Unclassified
Excavation; 9,483 CuYd
Undercutting; 86 MGal Water for Granular
Material; 2,497 CuYd Placing Topsoil; 9 Sta
Obliterate Old Road; Incidental Work;
6,851 Ton Base Course; 1.8 Ton SS-1h or CSS-1h
Asphalt for Tack; 1.8 Ton SS-1h or CSS-1h Asphalt
for Flush Seal; 31.9 Ton
Sand for Flush Seal; 69 SqYd 6" PCC Approach
Pavement; 284 SqYd 6" PCC Fillet Section; 4.5
CuYd Class M6 Concrete; 852 Lb
Reinforcing Steel; 1 Each Type II Field
Laboratory; 125 Ft Pavement Marking Paint, 4"
White; 3,938 Ft Pavement Marking
Paint, 4" Yellow; 53 Ft Pavement Marking Paint,
24" White; 4 Each Pavement Marking Paint, Arrow;
50 Hour Flagging; 906 Unit
Traffic Control; Traffic Control, Miscellaneous;
3,978 Ft Type B66 Concrete Curb and Gutter; 108
Ft Type P6 Concrete
Gutter; 2 Each Type S Manhole Frame and Lid; 48
Ton Class A Riprap; 15 Ton Class B Riprap; 6 CuYd
Bank and Channel
Protection Gabion; 80 Lb Permanent Seeding; .44
Ton Fertilizing; 9 Ton Mulching; 18 Each Erosion
Bale; 1,514 Ft Silt Fence;
40 CuYd Mucking Silt Fence; 100 Ft Repair Silt
Fence; 129 Ton PG 64-28 Asphalt Binder; 2,212 Ton
Class E Asphalt Concrete;
114 Ton PG 64-28 Asphalt Binder; 2,272 Ton Class
E Asphalt Concrete; 94 Ft 18" RCP Class 2,
Furnish; 94 Ft 18" RCP,
Install; 132 Ft 36" RCP Class 2, Furnish; 132 Ft
36" RCP, Install; 1 Each 24' Cattle Guard; 1 Each
24' Precast Concrete
Cattle Guard Foundation; 1 Each RCP Tee, Furnish;
1 Each RCP Tee, Install; 90 Ft 18" CMP 16 Gauge,
Furnish; 90 Ft 18" CMP,
Install; 2 Each 18" CMP Safety End, Furnish; 2
Each 18" CMP Safety End, Install; 1,422 Ft Type 1
Right-of-Way Fence; 18
Each 2 Post Panel; 2 Each 3 Post Panel; 2 Each
12' Tubular Gate; 396 Ft Remove Fence; 2 Each 36"
RCP Flared End, Furnish; 2
Each 36" RCP Flared End, Install.
|
| | Owner Solicitation Name: | Sanitary Sewer on Lange Road
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; Construction Staking; 74 SqYd
Remove Asphalt Concrete Pavement; 25 Ton Gravel
Cushion; 20 Ton Asphalt
Concrete Composite; 61 Ft 8" PVC Water Main; 224
Ft 12" PVC Water Main; 764 Ft 8" PVC Sewer Pipe;
35 Ft 10" PVC Sewer Pipe;
1,271 Ft 12" PVC Sewer Pipe; 1 Each 12"x12" Pipe
Cross; 4 Each 8" Pipe Plug; 6 Each 12" Pipe Plug;
539 Ton Type 1 Granular
Backfill; Traffic Control, Miscellaneous; 1 Each
Special Manhole; 4 Each 48" Manhole; 1 Each 60"
Manhole; 19 Ft Extra Depth
for 48" Manhole; 1.6 Ft Extra Depth for 60"
Manhole; Erosion Control.
|
| | Owner Solicitation Name: | Durable Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 12,490 Ft Pavement Marking, 4"
White; 47,190 Ft Pavement Marking, 4" Yellow;
2,530 Ft Pavement Marking, 24"
White; 225 Ft Pavement Marking, 24" Yellow; 80
SqFt Pavement Marking, Area; 138 Each Pavement
Marking, Arrow; 54,170 Ft
Surface Preparation for Pavement Marking; 80 SqFt
Surface Preparation for Pavement Marking; 138
Each Surface Preparation
for Pavement Marking; 200 Hour Flagging; 726 Unit
Traffic Control; Traffic Control, Miscellaneous;
5 Each Type C Advance
Warning Arrow Panel.
|
| | Owner Solicitation Name: | Durable Pavement Marking
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Mobilization; 1,024,191 Ft Pavement Marking, 4"
White; 504,070 Ft Pavement Marking, 4" Yellow;
1,528,261 Ft Surface
Preparation for Pavement Marking; 105 Hour
Flagging; 1,063 Unit Traffic Control; Traffic
Control, Miscellaneous; 2 Each
Type C Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | La Crosse Street Panel Repairs
| | Owner Name: | Rapid City Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Street Panel Repairs.
|
| | Owner Solicitation Name: | Contractor Operated Civil Engineering Supply Store (COCESS)
| | Owner Name: | Dept. of the Air Force, Air Combat Command, 28 CONS
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Purchasing, issuing, delivering, and storing a
variety of materials, tools, parts, supplies and
equipment used in support of construction,
facility maintenance or repair, and self-help
projects. Electrical, plumbing, heating,
ventilation, air conditioning, refrigeration,
sheet metal, welding, pipe fitting, carpentry,
masonry, electronic monitoring, controls and
alarms, paint supplies, liquid fuels maintenance,
power production, and pest control trades.
|
| | Owner Solicitation Name: | Asphalt Surfacing at Lake Cochrane Recreation Area in Duel County, South Dakota
| | Owner Name: | South Dakota Conservancy District
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asphalt Surfacing
|
| | Owner Solicitation Name: | Vacuum Slurry Spreader
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Vacuum Slurry Spreader
|
| | Owner Solicitation Name: | Ductile Iron Pipe, Cast Or Ductile Iron Fittings, Rs Gate Valves, Tapping Gate Valves, Butterfly Valves, Tapping Sleeves, Fire Hydrants, And Valve Box
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Ductile iron pipe, cast or ductile iron fittings,
rs gate valves, tapping gate valves, butterfly
valves, tapping sleeves, fire hydrants, and valve
boxes
|
| | Owner Solicitation Name: | Reinforced Concrete Pipe, Flared Ends And Fittings; Corrugated Metal Pipe And Flared Ends; Corrugated Polyethylene Storm Sewer Pipe And End Sections;
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Reinforced concrete pipe, flared ends and
fittings; corrugated metal pipe and flared ends;
corrugated polyethylene storm sewer pipe and end
sections; PVC sewer pipe, PVC composite sewer
pipe; PVC fittings, pipe couplings, tapping
saddles, inside drop manhole systems, manhole
markers, and tracer wire system; precast concrete
manholes; manhole frames and covers.
|
| | Owner Solicitation Name: | NSP Building RenovationFalls Overlook Cafe
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | Koch Hazard Baltzer
| | Plankeeper Name |
| | Scope: | Building Renovation.
|
| | Owner Solicitation Name: | Emergency Backup Power System for Water Supply and Big Sioux River Pumping Station Upgrade
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | Ulteig Engineers Inc.
| | Plankeeper Name |
| | Scope: | Emergency Backup Power System for Pumping
Station Upgrade.
|
| | Owner Solicitation Name: | Reroofing of the Water Billing Facility at 1201 N. Western Ave., Sioux Falls
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | The Winkels Group, Inc.
| | Plankeeper Name |
| | Scope: | Reroofing of the Building.
|
| | Owner Solicitation Name: | Replacement of the evaporative coolers at the Pine Ridge Indian Reservation
| | Owner Name: | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Replacement of evaporative coolers. Installation
of self purging flow centers and the raising of
the existing heat pump units.
|
| | Owner Solicitation Name: | Fuel Dispensing Station, Rapid City Schools Transportation Center
| | Owner Name: | Rapid City Finance Dept.
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Construction of fuel Dispensing Station
|
| | Owner Solicitation Name: | Single-phase Pole Mount/Pad Mount Transformer
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Single-phase Pole Mount/Pad Mount Transformer
|
| | Owner Solicitation Name: | Removal and Installation of School Zone Signs
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removal and Installation of School Zone Signs
|
| | Owner Solicitation Name: | Pump Collection Systems at Various Locations S. Queens Ave. and S. Plains Dr.
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Pump Collection Systems at Various Locations
|
| | Owner Solicitation Name: | Asphalt Mill and OverlayCliff Ave. to I 229 and 19th St. to 26th St.
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Asphalt Mill and Overlay
|
| | Owner Solicitation Name: | NSP Building Renovation
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Maxim Technologies, Inc.
| | Plankeeper Name | Maxim Technologies, Inc.
| | Scope: | NSP building renovationasbestos abatement and
lead-based paint removal.
|
| | Owner Solicitation Name: | Renovation-Asbestos Abatement and Lead-Based Paint Removal
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing
| | Scope: | Renovation-Asbestos Abatement and Lead-Based
Paint Removal
|
| | Owner Solicitation Name: | Painting, Joint Sealant, and Exterior Systems Improvements
| | Owner Name: | Pierre School District 32-2
| | Enginner Name: |
| | Plankeeper Name | Pierre School District 32-2
| | Scope: | Painting, Joint Sealant, and Exterior Systems
Improvements.
|
| | Owner Solicitation Name: | Miscellaneous Repairs in the IHS Health Center, Kyle
| | Owner Name: | Aberdeen Indian Health Service
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Various miscellaneous repairs.
|
| | Owner Solicitation Name: | Hazardous Material Abatement
| | Owner Name: | Cheyenne River Sioux Tribe
| | Enginner Name: |
| | Plankeeper Name | Cheyenne River Sioux Tribe
| | Scope: | Abatement of floor tile, pipe joint compound,
boiler gaskets, and other asbestos containing
materials identified in the bidding documents.
The project also includes all temporary
enclosures, testing, and other requirements
identified in the documents and as required by
applicable regulations.
|
| | Owner Solicitation Name: | 2004 Valley Gutters, Various Locations
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | 2004 Valley Gutters
|
| | Owner Solicitation Name: | Great Plains Zoo Service Building Renovation
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | TSP Group Inc.
| | Plankeeper Name |
| | Scope: | Service Building Renovation
|
| | Owner Solicitation Name: | Spot Repair, Pullout Construction and Chip Seal of the Wildlife Loop Road in Custer State Park in Custer County
| | Owner Name: | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Spot Repair, Pullout Construction and Chip Seal
|
| | Owner Solicitation Name: | Comfort Station Construction at Pelican Lake Recreation Area
| | Owner Name: | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Scope: | Spot Repair, Pullout Construction and Chip Seal
|
| | Owner Solicitation Name: | Great Plains Zoo Service Building Renovation
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | TSP Group Inc.
| | Plankeeper Name | TSP Group Inc.
| | Scope: | Building Renovation.
|
| | Owner Solicitation Name: | Residential Halls Renovation and Redesign, Norton Hall, Asbestos Abatement
| | Owner Name: | University of South Dakota
| | Enginner Name: | Dakota Industrial Hygiene, Inc.
| | Plankeeper Name | Dakota Industrial Hygiene, Inc.
| | Scope: | Asbestos abatement of floor tile and pipes in
Hall on the campus of the University, including
all necessary demolition, general, mechanical,
and electrical work.
|
| | Owner Solicitation Name: | 2004 Sturgis Street Improvement Project
| | Owner Name: | Sturgis, City of
| | Enginner Name: |
| | Plankeeper Name | Sturgis, City of
| | Scope: | Street improvements at seven locations within
the City. The major demolition work item include
curb & gutter, sidewalk and other assorted
concrete removal, pavement removal and assorted
incidental items such as trees, shrubs, signs,
etc. New improvements include curb & gutter,
sidewalk driveway approaches, shed paving, storm
sewer, one block of water main replacement and
associated incidental items. Approximate
quantities are as given below: LS Mobilization,
765 SY Asphalt Driveway Removal, 5,150 SY
Asphalt Street Pavement Removal, 242 SY Gravel
Driveway Removal, 16,772 SF Concrete Sidewalk
Removal, 6,176 LF Concrete Curb & Gutter
Removal, 50 LF Concrete and Asphalt Saw Cutting,
6 EA Curb & Gutter Saw Cutting, 35 EA Tree and
Shrub Removal, 5 EA Sip Removal and Resetting, 3
EA Mailbox Removal and Resetting, 250 LF 5
Wide Drainage Channel Concrete Top Removal, 7 EA
Light Pole Removal, 1 EA Business Sign
Removal, 1 EA Wooden Step and Porch Removal, 1
EA Fire Hydrant Removal, 4 EA Storm Sewer
Inlets Removal, 2,725 CY Unclassified
Excavation, 3,322 Ton Crushed Aggregate Base
Course, 2,028 LF Base Course Grading &
Compaction, 5,519 LF Concrete Curb & Gutter, 874
LF Concrete P Gutter, 10,837 SF Concrete
Sidewalk, 458 SY Concrete Driveway Approaches,
17 SY Concrete Drainage Pan, 39 SY Concrete Pan
Gutter, 2,715 Ton Hot Mix Asphalt Cement, 2,150
Gal Tack Coat, 791 SY Topsoiling & Reseeding,
590 LF 8 PVC Water Main, 15 LF 6 PVC Water
Main, 4 EA 8 45 Degree Elbow, 1 EA 8 Gate
Valve with Box, 1 EA 8 x 6 Toe, 1 EA 6 Gate
Valve with Box, 1 EA Fire Hydrant, 40 LF 4 PVC
Service Line, 1 EA 4 Gate Valve with Box, 16 LF
1 1/2 Copper Service Line, 325 LF 1 Copper
Service Line, 1 EA 1 1/2 Curb Stop &
Box, 12 EA 1 Curb Stop & Box, 14 EA Service
Line Reconnections, 4 EA Water Valve Box
Adjustment, 238 LF 36 RCP, 55 LF 30 RCP, 202
LF 24 RCP, 55 LF 18 RCP, 14 LF 18 CMP, 19 LF
18 CMP Slotted Drain, 4 EA 5 SF Type Inlet,
2 EA Storm Sewer Manholes.
|
| | Owner Solicitation Name: | City Shop Building
| | Owner Name: | Estelline, City of
| | Enginner Name: |
| | Plankeeper Name | Estelline, City of
| | Scope: | City Shop Building approximately 48 x 104 x
14 steel pole building (52 x 48 inside
finished), 6" concrete slab 48 x 104 with 1/2
rebar 2 on center each way (52 x 48 heated) or
equivalent andf Electrical wiring of proposed 48
X 104 building.
|
| | Owner Solicitation Name: | 1981 D6D Caterpillar Track-Type Tractor
| | Owner Name: | Stanley County - Stanley County Auditor
| | Enginner Name: |
| | Plankeeper Name | Stanley County Highway Shop
| | Scope: | Caterpillar Track-Type Tractor.
|
| | Owner Solicitation Name: | Crushed and Stockpiled
| | Owner Name: | Meade County Auditor
| | Enginner Name: |
| | Plankeeper Name | Meade County Auditor
| | Scope: | A minimum of 120,000 T is to be crushed and
stockpiled.
|
| | Owner Solicitation Name: | Building Commissioning and Technical Analysis Services
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: |
| | Plankeeper Name | South Dakota DOT, Office of the State Engineer
| | Scope: | The project involves retrocommissioning existing
facilities, commissioning new facilities, and
conducting technical energy analyses in various
state buildings on campuses around the State of
South Dakota as assigned. The scope addresses two
energy-consuming areas: (1) building energy-
consuming systems and (2) central heating
systems.
|
| | Owner Solicitation Name: | Construction and Installation of an Interior Illuminated Display Sign
| | Owner Name: | Watertown City Engineer
| | Enginner Name: |
| | Plankeeper Name | Watertown City Engineer
| | Scope: | Construction and installation of an interior
illuminated display sign that includes an LED
message board.
|
| | Owner Solicitation Name: | Spellerberg Park Improvement - Parking Lot
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Howard R Green Company
| | Plankeeper Name | Howard R Green Company
| | Scope: | Parking Lot.
|
| | Owner Solicitation Name: | Sidewalk on Arterial Streets - Bike Path from Big Sioux River to Pedestrian Bridge Over I-29
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Sidewalk on Arterial Streets - Bike Path.
|
| | Owner Solicitation Name: | Bank Stabilization, Short Creek, Big Bend Project, Chamberlain
| | Owner Name: | US Army Corps of Engineer - Omaha District - Military
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Placement of approximately 2,000 CY of random
fill, 6,000 SY of Geotextile fabric and 8,500 T
of riprap. Work also includes the construction of
a 1.6 mile dirt haul road to the site.
|
| | Owner Solicitation Name: | Event Centre and/or Recreational Centre Project manager Services
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Construction of a 12,000 15,000 seat Events
Center and a Recreation Facility for indoor
soccer, hockey, swimming, and/or other various
sports activities.
The project manager will be charged with the
following tasks: Advise the task force on
technical design and construction issues, Prepare
conceptual designs of the facility(ies), Prepare
cost estimates for the construction of the
facility(ies), Advise the City on construction
procedures such as design/build or conventional
design/bid/build, If design/build is selected by
the City, prepare design/build criteria for
the project, If conventional design/bid/build is
selected by the City, assist the City in
selecting an architect for the project, The City
may retain the services of the Project Manager
through design and construction phases of the
project.
|
| | Owner Solicitation Name: | Water Replacement Improvement District #2004-1
| | Owner Name: | Lisbon, City of
| | Enginner Name: | Moore Engineering, Inc.
| | Plankeeper Name | Moore Engineering, Inc.
| | Scope: | Replace 2,150 LF of 6" PVC water main; 520 LF
of new 6" PVC water main; 11 each 6" gate valve
and box; 7 each hydrant; 105 LF of 6" hydrant
lead; 20 each 1" corporation stop; 20 each 1"
curb stop and box; 660 LF of 1" water service
line; 3,806 SY of full depth asphalt miling;
3,806 SY of subgrade preparation; 3,806 SY
of 6" blended base; 3,806 SY of geotextile
separation fabric; 690 T of 3" asphalt base
course; 460 T 2" asphalt wearing course; 3,806
SY of seal coat, remove 600 LF of curb and
gutter; 600 LF of new curb and gutter; remove 50
SY of valley gutter; 50 SY of new valley gutter;
remove 3,000 SF of sidewalk; 3,000 SF of new
sidewalk; remove 250 SY of driveway; 250
SY of new driveway; 1,200 SY of seeding, and
other miscellaneous items. No boring is
associated with this project.
|
| | Owner Solicitation Name: | Construction of 15 KV Overhead Distribution Improvements - 2004
| | Owner Name: | Howard Municipal Utilities,
| | Enginner Name: | DeWild Grant Reckert & Associates Co.
| | Plankeeper Name |
| | Scope: | Includes replacing wood poles, transformers,
cross arms, insulators, conductors, guy wires.
The project also includes removing of existing
poles, conductors, cross arms, and insulators
where called out. The majority of the equipment
will be supplied by the Owner.
|
| | Owner Solicitation Name: | Schedule 2 - Reservoirs - Moenville Area Project
| | Owner Name: | West River/Lyman Jones Rural Water Systems, Inc.
| | Enginner Name: | DeWild Grant Reckert & Associates Co.
| | Plankeeper Name | DeWild Grant Reckert & Associates Co.
| | Scope: | Schedule 1 - Pipeline: Construction of
approximately 230 miles of buried pipeline.
Valves, crossings, services, and miscellaneous
appurtenant work. Time for completion shall be
November 1, 2004 for Section 1 work
(approximately 108 miles)and September 1, 2005
for Section 2 work (approximately 122 miles).
Schedule 2 - Reservoirs: Construction of two
steel reservoirs, size 355,000 gallons and
107,000 gallons, foundations, and miscellaneous
work. Time of completion shall be September
1, 2004.
|
| | Owner Solicitation Name: | Flammable Storage Heater Replacement
| | Owner Name: | US Dept. of Agriculture, Forest Service, R-2 Rocky Mountain Region
| | Enginner Name: |
| | Plankeeper Name | US Dept. of Agriculture, Forest Service, R-2 Rocky Mountain Region
| | Scope: | Remove existing heaters, furnish and install new
explosion proof heaters in the flammable storage
building.
|
| | Owner Solicitation Name: | Structure and Approach
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Clearing; 100 Ft Remove Silt Fence;
16,707 CuYd Unclassified Excavation; 148.2 MGal
Water for Embankment;
2,572 CuYd Placing Topsoil; Incidental Work,
Grading; 341 CuYd Gravel Surfacing, Salvaged; 126
Ft 18" CMP 16 Gauge,
Furnish; 126 Ft 18" CMP, Install; 62 Ft 24" CMP
16 Gauge, Furnish; 62 Ft 24" CMP, Install; 2 Each
24" CMP Sloped End,
Furnish; 2 Each 24" CMP Sloped End, Install; 4
Each 18" CMP Safety End, Furnish; 4 Each 18" CMP
Safety End, Install; 60
Hour Flagging; 716 Unit Traffic Control; Traffic
Control, Miscellaneous; 108 Lb Permanent Seeding;
600 Lb Fertilizing; 12
Ton Mulching; 60 Each Erosion Bale; 400 Ft Silt
Fence; 275 CuYd Mucking Silt Fence; 200 Ft Repair
Silt Fence; Incidental
Work, Structure; Structural Steel, Miscellaneous;
12.6 CuYd Structure Excavation, Bridge; 32.8 CuYd
Class A45 Concrete,
Bridge; 232 Ft Type T101 Bridge Railing; 4,332 Lb
Reinforcing Steel; 396 Ft 6'-6" Wide Deck
Prestressed Concrete Bulb Tee;
120 Ft Preboring Pile; 84 Ft HP 10x42 Steel Test
Pile, Furnish and Drive; 370 Ft HP 10x42 Steel
Bearing Pile, Furnish and
Drive; 582 Ton Class B Riprap; 748 SqYd Type B
Drainage Fabric.
|
| | Owner Solicitation Name: | Structure and Approach Grading
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; 300 Ft Remove Silt Fence; 1,153
CuYd Unclassified Excavation; 126 CuYd Placing
Topsoil; Incidental Work,
Grading; 486 Unit Traffic Control; Traffic
Control, Miscellaneous; Erosion Control; 208 Ft
Low Flow Silt Fence; 72 CuYd
Mucking Silt Fence; 300 Ft Repair Silt Fence;
Incidental Work, Structure; Structural Steel,
Miscellaneous; 162 Ft Type T101
Bridge Railing; 152 Ft HP 10x42 Steel Test Pile,
Furnish and Drive; 1,086 Ft HP 10x42 Steel
Bearing Pile, Furnish and
Drive; 1,785 SqFt Sheet Piling, Furnish and
Drive; 520 Ft 3'-10" Wide Deck x 30" Prstr
Concrete Double Tee; 225 Ton Class B
Riprap; 360 SqYd Type B Drainage Fabric.
|
| | Owner Solicitation Name: | Structure and Approach Grading
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | 300 Ft Remove Silt Fence; 6,537 CuYd Unclassified
Excavation; 4,780 CuYd Contractor Furnished
Borrow; 78.7 MGal Water for Embankment; 1,356
CuYd Placing Topsoil; 3.9 Sta Obliterate Old
Road; Incidental Work, Grading;
219 CuYd Gravel Surfacing, Salvaged; 62 Ft 18"
CMP 16 Gauge, Furnish; 62 Ft 18" CMP, Install; 60
Ft 30" CMP 16 Gauge,
Furnish; 60 Ft 30" CMP, Install; 60 Ft 48" CMP
3x1 16 Gauge, Furnish; 60 Ft 48" CMP, Install; 2
Each 48" CMP Sloped End,
Furnish; 2 Each 48" CMP Sloped End, Install; 2
Each 18" CMP Safety End, Furnish; 2 Each 18" CMP
Safety End, Install; 2 Each
30" CMP Safety End with Bars, Furnish; 2 Each 30"
CMP Safety End, Install; 32 Ft 1.75"x1.75"
Perforated Tube Post; 32 Ft
Furnish 1.75"x1.75" Perforated Tube Post; 16 Ft
Type III Double Sided Barricade; 20 Hour
Flagging; 735 Unit Traffic
Control; Traffic Control, Miscellaneous; 145 Ton
Class B Riprap; 120 Lb Permanent Seeding; 668 Lb
Fertilizing; 13.4 Ton
Mulching; 770 Ft High Flow Silt Fence; 300 CuYd
Mucking Silt Fence; 400 Ft Repair Silt Fence; 194
SqYd Type B Drainage
Fabric; Incidental Work, Structure; 40 CuYd
Structure Excavation, Box Culvert; 200 CuYd Box
Culvert Undercut; 40 Ft
2-12'x4' Precast Concrete Box Culvert, Furnish;
40 Ft 2-12'x4' Precast Concrete Box Culvert,
Install; 2 Each 2-12'x4'
Precast Concrete Box Culv End Sec, Furnish; 2
Each 2-12'x4' Precast Concrete Box Culv End Sec,
Install.
|
| | Owner Solicitation Name: | Structure and Approach Grading
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Maintenance of Traffic; Mobilization; Clearing;
195 Ft Remove Silt Fence; 16,156 CuYd
Unclassified Excavation; 8,184 CuYd
Contractor Furnished Borrow; 204 MGal Water for
Embankment; 174 Ft 18" CMP 16 Gauge, Furnish; 174
Ft 18" CMP, Install; 6
Each 18" CMP Sloped End, Furnish; 6 Each 18" CMP
Sloped End, Install; 50 Ft Straight Dbl Class A
Thrie Beam Grdrail with
Wood Posts; 200 Ft Straight Class A W Beam
Guardrail with Wood Posts; 4 Each W Beam to Thrie
Beam Guardrail Transition; 4
Each W Beam Guardrail Tangent End Terminal; 958
Unit Traffic Control; Traffic Control,
Miscellaneous; 3,955 CuYd Placing
Topsoil; 76 Lb Permanent Seeding; 542 Lb
Fertilizing; 11 Ton Mulching; 126 Each Erosion
Bale; 773 Ft High Flow Silt Fence;
2 CuYd Mucking Silt Fence; 150 Ft Repair Silt
Fence; Incidental Work, Structure; Structural
Steel, Miscellaneous; 415 CuYd
Structure Excavation, Bridge; 346.3 CuYd Class
A45 Concrete, Bridge Deck; 234.2 CuYd Class A45
Concrete, Bridge; 8 Each
Deck Drain, Girder Bridge; 1,075 Ft 54" Minnesota
Shape Prestressed Concrete Beam; 31,817 Lb
Reinforcing Steel; 63,361 Lb
Epoxy Coated Reinforcing Steel; 120 Ft Preboring
Pile; 210 Ft HP 10x42 Steel Test Pile, Furnish
and Drive; 1,510 Ft HP
10x42 Steel Bearing Pile, Furnish and Drive;
2,190 Ton Class C Riprap; 300 Ft Temporary Water
Barrier; 1,320 SqYd Type B
Drainage Fabric.
|
| | Owner Solicitation Name: | Bridge Deck Overlay
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Bridge Elevation Survey; 357.5 Ft
Remove Beam Guardrail; 48 Ft Remove Rubrail; 400
Ft Remove Silt Fence; 250
CuYd Contractor Furnished Borrow; 75 Ton Base
Course; 262 Ton Asphalt Concrete Composite; 2,165
SqYd Cold Milling Asphalt
Concrete; 2 Each Repair Steel Diaphragm; 2 Each
Replace Expansion Device; Bridge Repainting,
Class I; Paint Residue
Containment; 11.2 CuYd Class A45 Concrete, Bridge
Repair; 11.6 CuYd Breakout Structural Concrete;
10 Each Install Dowel in
Concrete; 17.5 Ft Modify Bridge Rail; 3,953 Lb
Epoxy Coated Reinforcing Steel; 90.2 CuYd Low
Slump Dense Concrete Bridge
Deck Overlay; 1,299.1 SqYd Concrete Removal Type
1A; 1,299.1 SqYd Concrete Removal Type 2A; 129.9
SqYd Concrete Removal
Type 1B; 65 SqYd Concrete Removal Type 1C; 65
SqYd Concrete Removal Type 1D; 20 Ft Concrete
Removal Type B; 21.7 CuYd Class
A45 Concrete Fill; 1,299 SqYd Finishing and
Curing; 1 Each Type II Field Laboratory; 389 Ft
Chain Link Fence for Bridge
Sidewalk; 50 Ft Straight Dbl Class A Thrie Beam
Grdrail with Wood Posts; 175 Ft Straight Class A
W Beam Guardrail with Wood
Posts; 4 Each W Beam to Thrie Beam Guardrail
Transition; 3 Each W Beam Guardrail Flared End
Terminal; 1 Each W Beam
Guardrail Tangent End Terminal; 15 Each 4"x4"
White Delineator Back to Back with 1.12 Lb/Ft
Post; 482.5 SqFt Temporary
Signing; 20 Hour Flagging; 1,281 Unit Traffic
Control; Traffic Control, Miscellaneous; 2,594 Ft
Temporary Pavement Marking;
92 Each Traffic Control Movable Concrete Barrie 1
Site Temporary Traffic Signal System; Erosion
Control; 400 Ft Low Flow
Silt Fence; 30 CuYd Mucking Silt Fence; 400 Ft
Repair Silt Fence.
|
| | Owner Solicitation Name: | Membrane/Asphalt overlay, Replace Approach Slab
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Bridge Elevation Survey; 95.3 SqYd
Remove Concrete Bridge Approach Slab; 294.6 SqYd
Remove Rubberized Asphalt
Chip Seal; 8 Each Remove W Beam Guardrail End
Terminal; 1,042 SqYd Remove Asphalt Concrete
Pavement; 25 Ft Remove Double
Thrie Beam Guardrail for Reset; 25 Ft Remove W
Beam Guardrail for Reset; 2 Each Remove W Beam to
Thrie Beam Guardrail
Transitn for Reset; 878.5 Ton Gravel Cushion;
235.9 Ton Asphalt Concrete Composite; 2,650.6
SqFt Asphalt Concrete Bridge
Deck Overlay; 2,650.6 SqFt Prefabricated Membrane
Strip for Deck Overlay; 37.8 Ft Strip Seal
Expansion Joint; 23.9 CuYd
Approach Slab Underdrain Excavation; 86.1 SqYd
Concrete Approach Slab for Bridge; 19 SqYd
Concrete Approach Sleeper Slab
for Bridge; 14 Each No. 4 Rebar Splice; 16 Each
No. 5 Rebar Splice; 22 Each No. 6 Rebar Splice;
70 SqYd Remove and Replace
Deteriorated Concrete; 294.6 SqYd Abrasive
Blasting of Bridge Deck; 8 Each W Beam Guardrail
Flared End Terminal; 25 Ft
Reset Double Thrie Beam Guardrail with Wood
Posts; 25 Ft Reset W Beam Guardrail with Wood
Posts; 2 Each Reset W Beam to
Thrie Beam Guardrail Transition; 100 Hour
Flagging; 1,000 Unit Traffic Control; Traffic
Control, Miscellaneous; 67 Ft 4"
Underdrain Pipe; 2 Each Precast Concrete Headwall
for Drain; 6.2 Ton Porous Backfill; 87.6 SqYd
Type B Drainage Fabric.
|
| | Owner Solicitation Name: | Epoxy Deck Seal
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | 463.5 SqYd Remove Concrete Bridge Approach Slab;
988.8 Ft Remove Bridge Railing; 2,008 SqYd Remove
Rubberized Asphalt Chip
Seal; 141.8 Ton Gravel Cushion; 90 Each Fatigue
Retrofit Steel Girder, Type C; 151.6 Ft Strip
Seal Expansion Joint; 152 In
Magnetic Particle Weld Inspection; Bridge
Repainting, Class I; Paint Residue Containment;
95.6 CuYd Approach Slab
Underdrain Excavation; 63.6 CuYd Class A45
Concrete, Bridge Repair; 342.9 SqYd Concrete
Approach Slab for Bridge; 76 SqYd
Concrete Approach Sleeper Slab for Bridge; 5 CuYd
Breakout Structural Concrete; 886 Each Install
Dowel in Concrete; 42 Each
Extend Deck Drain; 6,182 Lb Epoxy Coated
Reinforcing Steel; 58 Each No. 4 Rebar Splice; 64
Each No. 5 Rebar Splice; 88 Each
No. 6 Rebar Splice; 2,008 SqYd Bridge Deck Epoxy
Chip Seal; 126 SqYd Remove and Replace
Deteriorated Concrete; 2,008 SqYd
Abrasive Blasting of Bridge Deck; 2,008 SqYd
Bridge Deck Grinding; 272 Ft 4" Underdrain Pipe;
8 Each Precast Concrete
Headwall for Drain; 25 Ton Porous Backfill; 350.4
SqYd Type B Drainage Fabric; Mobilization; 300 Ft
Remove Beam Guardrail;
8 Each Remove W Beam Guardrail End Terminal; 96
Ft Remove Rubrail; 110.2 CuYd Remove Asphalt
Concrete Pavement; 4 Each
Remove Drop Inlet Frame and Grate Assembly for
Reset 883 CuYd Contractor Furnished Borrow; 52.8
Ton Base Course, Salvaged;
522.6 Ton Asphalt Concrete Composite; 1,775 SqYd
Cold Milling Asphalt Concrete; 100 Ft Straight
Dbl Class A Thrie Beam
Grdrail with Wood Posts; 200 Ft Straight Class A
W Beam Guardrail with Wood Posts; 8 Each W Beam
to Thrie Beam Guardrail
Transition; 8 Each W Beam Guardrail Flared End
Terminal; 56 SqFt Temporary Signing; 160 Hour
Flagging; 992 Unit Traffic
Control; Traffic Control, Miscellaneous; 346 Each
Temporary Road Marker; 145 Each 4"x8" Amber
Delineator Back to Back,
Barrier Mounted; 5,088 Ft 4" Temporary Pavement
Marking Tape Type 2; 149 Each Traffic Control
Movable Concrete Barrier; 40
Ft Special Concrete Curb and Gutter; 4 Each Reset
Drop Inlet Frame and Grate Assembly; 12.6 Lb
Permanent Seeding; 63 Lb
Fertilizing.
|
| | Owner Solicitation Name: | Bridge Deck Overlays
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Bridge Elevation Survey; 4 Each
Remove W Beam Guardrail Breakaway Cable Terminal;
187.5 Ft Salvage W Beam
Guardrail; 94.8 Ton Asphalt Concrete Composite;
63.4 CuYd Low Slump Dense Concrete Bridge Deck
Overlay; 1,548.8 SqYd
Concrete Removal Type 1A; 198.4 SqYd Concrete
Removal Type 2A; 216.2 SqYd Concrete Removal Type
1B; 108.2 SqYd Concrete
Removal Type 1C; 54.2 SqYd Concrete Removal Type
1D; 80 Ft Concrete Removal Type B; 21.6 CuYd
Class A45 Concrete Fill;
786.6 SqYd Finishing and Curing; 37.5 Ft Straight
Class A W Beam Guardrail with Wood Posts; 4 Each
W Beam Guardrail Flared
End Terminal; 400 Hour Flagging; 586 Unit Traffic
Control; Traffic Control, Miscellaneous; 2 Each
Type C Advance Warning
Arrow Panel; 102 Each Traffic Control Movable
Concrete Barrier; 4 Each Temporary Concrete
Barrier End Protection; 1 Each
Temporary Concrete Barrier End Module Set or
Repai Detour Signing.
|
| | Owner Solicitation Name: | Grading, Structure, & AC Resurfacing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Maintenance of Traffic Diversion(s); Remove
Traffic Diversion(s); Mobilization; Clearing; 350
Ft Remove Beam Guardrail; 826
Ft Remove Silt Fence; 10,326 CuYd Unclassified
Excavation; 40,213 CuYd Contractor Furnished
Borrow; 4,221 CuYd
Undercutting; 388 MGal Water for Embankment;
2,088 CuYd Placing Topsoil; Incidental Work,
Grading; 5,332 Ton Salv and
Stockpile Asph Mix and Granular Base Material;
2.6 CuYd Class M6 Concrete; 8,270 Lb Reinforcing
Steel; 1 Each Type II Field
Laboratory; 50 Ft Straight Dbl Class A Thrie Beam
Grdrail with Wood Posts; 375 Ft Straight Class A
W Beam Guardrail with
Wood Posts; 4 Each W Beam to Thrie Beam Guardrail
Transition; 4 Each W Beam Guardrail Flared End
Terminal; 16 Each 4"x4"
White Delineator Back to Back with 1.12 Lb/Ft
Post 624.8 SqFt Temporary Signing; 34 Gal
Pavement Marking Paint, White; 12
Gal Pavement Marking Paint, Yellow; 200 Hour
Flagging; 2,208 Unit Traffic Control; Traffic
Control, Miscellaneous; 1.6 Mile
Temporary Pavement Marking; 2 Each Type D Frame
and Grate; 578.4 Ton Class B Riprap; 18 CuYd Bank
and Channel Protection
Gabion; 2 Bu Cover Crop Seeding; 112 Lb Permanent
Seeding; .3 Ton Fertilizing; 12.4 Ton Mulching; 1
Ton Fiber Mulching; 300
Ft 12" Diameter Erosion Control Wattle; 600 Ft
Low Flow Silt Fence; 126 Ft High Flow Silt Fence;
229 CuYd Mucking Silt
Fence; 826 Ft Repair Silt Fence; 402 SqYd Type B
Drainage Fabric; 1 Each Refurbish Single Mailbox;
133.3 MGal Water for
Granular Material; 4,380 Ton Base Course; 5,332
Ton Base Course, Salvaged; 145.9 Ton PG 64-28
Asphalt Binder; 2,450 Ton
Class E Asphalt Concrete; 2.5 Ton SS-1h or CSS-1h
Asphalt for Tack; 2.5 Ton SS-1h or CSS-1h Asphalt
for Flush Seal; 26.2
Ton Sand for Flush Seal; Bridge Elevation Survey;
Incidental Work, Structure; 75.8 Ft Strip Seal
Expansion Joint; 144 CuYd
Structure Excavation, Bridge; 109 CuYd Bridge End
Backfill; 136 Ft Bridge End Backfill Underdrain
Pipe; 213 CuYd Bridge End
Backfill Excavation; 197.8 CuYd Class A45
Concrete, Bridge Deck; 66.8 CuYd Class A45
Concrete, Bridge; 172.3 SqYd Concrete
Approach Slab for Bridge; 37.9 SqYd Concrete
Approach Sleeper Slab for Bridge; 63,730 Lb Epoxy
Coated Reinforcing Steel; 96
Each No. 7 Rebar Splice; 100 Ft Preboring Pile;
360 Ft HP 10x42 Steel Test Pile, Furnish and
Drive; 1,822 Ft HP 10x42 Steel
Bearing Pile, Furnish and Drive; Erosion Control
for Bridge; 150 Ft Temporary Water Barrier; 58 Ft
18" RCP Class 2,
Furnish; 58 Ft 18" RCP, Install; 118 Ft 30" RCP
Class 2, Furnish; 118 Ft 30" RCP, Install; 132 Ft
30" RCP Arch Class 2,
Furnish; 132 Ft 30" RCP Arch, Install; 1 Each 24"
RCP Sloped End, Furnish; 1 Each 24" RCP Sloped
End, Install; 2 Each 30"
RCP Sloped End, Furnish; 2 Each 30" RCP Sloped
End, Install; 4 Each 30" RCP Arch Sloped End,
Furnish; 4 Each 30" RCP Arch
Sloped End, Install; 114 Ft 18" CMP 16 Gauge,
Furnish; 114 Ft 18" CMP, Install; 90 Ft 24" CMP
16 Gauge, Furnish; 90 Ft 24"
CMP, Install; 4 Each 18" CMP Safety End, Furnish;
4 Each 18" CMP Safety End, Install; 2 Each 24"
CMP Safety End, Furnish; 2
Each 24" CMP Safety End, Install; 4,524 Ft Type 2
Right-of-Way Fence; 9 Each 2 Post Panel; 14 Each
3 Post Panel; 2 Each
Remove Gate for Reset; 2 Each Reset Gate; 2,406
Ft Type 1 Temporary Fence; 4,404 Ft Remove Fence.
|
| | Owner Solicitation Name: | Signal Upgrade
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Remove Signal Equipment; Incidental
Work; 2,600 Ft Cold Applied Plastic Pvmt Marking,
4"; 570 Ft Cold Applied
Plastic Pvmt Marking, 24"; 8 Each Cold Applied
Plastic Pvmt Marking, Arrow; 2,600 Ft Groove
Pavement for Pavement Marking,
4"; 570 Ft Groove Pavement for Pavement Marking,
24"; 8 Each Groove Pavement for Pavement Marking,
Arrow; 10 Hour Flagging;
382 Unit Traffic Control; Traffic Control,
Miscellaneous; 3 Each Signal Pole with 25' Mast
Arm; 1 Each Pedestal Signal
Pole; 1 Each Signal Pole with 25' Mast Arm and
Twin 1 Each Wood Utility Pole; 2 Each Roadway
Luminaire, 400 Watt with
Photoelectric Cell; 8 Each 3 Section Vehicle
Signal Head; 4 Each 5 Section Vehicle Signal
Head; 4 Ft 2' Diameter Footing;
34 Ft 3' Diameter Footing; 7 Each 18" Diameter
Junction Box; 1 Each 24" Diameter Junction Box; 1
Each Electrical Service
Cabinet; 1 Each Traffic Signal Controller; 1 Each
Meter Socket; 14 Each Preformed Detector Loop; 6
Each Detector Unit; 2
Each Emergency Vehicle Preemption Unit; 4 Each
Optical Detector; 8 Each Pedestrian Push Button;
8 Each Pedestrian Signal
Head; 8 Each Pedestrian Crossing Sign; 260 Ft 2"
Rigid Conduit, Schedule 40; 35 Ft 5" Rigid
Conduit, Schedule 40; 240 Ft 3"
Rigid Conduit, Schedule 80; 190 Ft 1/C #4 AWG
Copper Wire; 220 Ft 1/C #6 AWG Copper Wire; 190
Ft 4/C #20 AWG Copper Wire;
120 Ft 2/C #14 AWG Copper Tray Cable, K2; 370 Ft
3/C #14 AWG Copper Tray Cable, K2; 190 Ft 4/C #14
AWG Copper Tray Cable,
K2; 130 Ft 7/C #14 AWG Copper Tray Cable, K2; 390
Ft 12/C #14 AWG Copper Tray Cable, K2; 690 Ft
19/C #14 AWG Copper Tray
Cable, K2; 840 Ft #16 AWG Copper Twisted Shielded
Pair; 70 Ft 2/C #10 AWG Copper Pole and Bracket
Cable.
|
| | Owner Solicitation Name: | AC REsurfacing, Culvert End Modification, Cold Mill AC, Concrete Sidewalk
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Remove Signal Equipment; Incidental
Work; 2,600 Ft Cold Applied Plastic Pvmt Marking,
4"; 570 Ft Cold Applied
Plastic Pvmt Marking, 24"; 8 Each Cold Applied
Plastic Pvmt Marking, Arrow; 2,600 Ft Groove
Pavement for Pavement Marking,
4"; 570 Ft Groove Pavement for Pavement Marking,
24"; 8 Each Groove Pavement for Pavement Marking,
Arrow; 10 Hour Flagging;
382 Unit Traffic Control; Traffic Control,
Miscellaneous; 3 Each Signal Pole with 25' Mast
Arm; 1 Each Pedestal Signal
Pole; 1 Each Signal Pole with 25' Mast Arm and
Twin 1 Each Wood Utility Pole; 2 Each Roadway
Luminaire, 400 Watt with
Photoelectric Cell; 8 Each 3 Section Vehicle
Signal Head; 4 Each 5 Section Vehicle Signal
Head; 4 Ft 2' Diameter Footing;
34 Ft 3' Diameter Footing; 7 Each 18" Diameter
Junction Box; 1 Each 24" Diameter Junction Box; 1
Each Electrical Service
Cabinet; 1 Each Traffic Signal Controller; 1 Each
Meter Socket; 14 Each Preformed Detector Loop; 6
Each Detector Unit; 2
Each Emergency Vehicle Preemption Unit; 4 Each
Optical Detector; 8 Each Pedestrian Push Button;
8 Each Pedestrian Signal
Head; 8 Each Pedestrian Crossing Sign; 260 Ft 2"
Rigid Conduit, Schedule 40; 35 Ft 5" Rigid
Conduit, Schedule 40; 240 Ft 3"
Rigid Conduit, Schedule 80; 190 Ft 1/C #4 AWG
Copper Wire; 220 Ft 1/C #6 AWG Copper Wire; 190
Ft 4/C #20 AWG Copper Wire;
120 Ft 2/C #14 AWG Copper Tray Cable, K2; 370 Ft
3/C #14 AWG Copper Tray Cable, K2; 190 Ft 4/C #14
AWG Copper Tray Cable,
K2; 130 Ft 7/C #14 AWG Copper Tray Cable, K2; 390
Ft 12/C #14 AWG Copper Tray Cable, K2; 690 Ft
19/C #14 AWG Copper Tray
Cable, K2; 840 Ft #16 AWG Copper Twisted Shielded
Pair; 70 Ft 2/C #10 AWG Copper Pole and Bracket
Cable.
|
| | Owner Solicitation Name: | Pavement Repair
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | 258.6 SqYd Nonreinforced PCC Pavement Repair; 24
Each Dowel Bar; 532 Each Insert Steel Bar in PCC
Pavement;
25 Hour Flagging; 1,768 Unit Traffic Control;
Traffic Control, Miscellaneous; 7,800 Ft
Temporary Road Markers; 2 Each Type
C Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | PCC Pavement Repair
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; 3,929.3 SqYd Nonreinforced PCC
Pavement Repair; 24 Each Dowel Bar; 8,137 Each
Insert Steel Bar in PCC
Pavement; 500 Hour Flagging; 2,960 Unit Traffic
Control; Traffic Control, Miscellaneous; 48,600
Ft Temporary Road Markers;
2 Each Type C Advance Warning Arrow Panel.
|
| | Owner Solicitation Name: | Asphahlt Surface Treatment
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | 351.1 Ton CRS-2P Asphalt for Surface Treatment;
248.9 Ton CRS-2P Asphalt for Surface Treatment;
588.5 Ton
CRS-2P Asphalt for Surface Treatment; 375.4 Ton
CRS-2P Asphalt for Surface Treatment; 204.7 Ton
CRS-2P Asphalt for Surface
Treatment; 259.5 Ton CRS-2P Asphalt for Surface
Treatment; 256.6 Ton CRS-2P Asphalt for Surface
Treatment; 2,950.3 Ton
Modified Cover Aggregate; 4,943.9 Ton Modified
Cover Aggregate; 3,154.4 Ton Modified Cover
Aggregate; 1,719.4 Ton Modified
Cover Aggregate; 2,181.3 Ton Modified Cover
Aggregate; 2,090.8 Ton Modified Cover Aggregate;
2,156.4 Ton Modified Cover
Aggregate; 4,289 Gal Pavement Marking Paint,
White; 1,515 Gal Pavement Marking Paint, Yellow;
290 Ft Pavement Marking
Masking, 25"; 72 SqFt Pavement Marking Masking,
Area; 7 Each Pavement Marking Masking, Railroad
Crossing; 4 Word Pavement
Marking Masking, Message; 1,137 Hour Flagging;
287 Hour Pilot Car; 6,014 Unit Traffic Control;
Traffic Control,
Miscellaneous; 94.4 Mile Temporary Pavement
Marking.value = unesc
|
| | Owner Solicitation Name: | Crack Sealing of AC Concrete
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; 48,108 Lb Asphalt Concrete Crack
Sealing; 460 Hour Flagging; 230 Hour Pilot Car;
1,178 Unit Traffic Control;
Traffic Control, Miscellaneous.
|
| | Owner Solicitation Name: | Central Main - Phase 1 Replacement
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | HDR, Inc.
| | Plankeeper Name |
| | Scope: | Central Main Replacement: 1,700 LF of 60" pipe
(RCP or fiberglass mortar), by open cut.
|
| | Owner Solicitation Name: | 300 South Main Avenue - Drainage and Street Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Drainage and Street Improvements.
|
| | Owner Solicitation Name: | Install 30 new RV Electrical Pedestals
| | Owner Name: | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Scope: | Installing of RV electrical pedestals.
|
| | Owner Solicitation Name: | Utility Project 2004-1
| | Owner Name: | Board of Commissioners, City of Madison
| | Enginner Name: |
| | Plankeeper Name | Board of Commissioners, City of Madison
| | Scope: | 1,505 LF of water main, 1,162 LF of sewer main,
fittings and appurtenances, 824 LF of storm
sewer, and related street repair work.
|
| | Owner Solicitation Name: | Elementary School Demolition and Playground Improvements
| | Owner Name: | New Underwood School Dist. 51-3
| | Enginner Name: | John W. Hey & Company
| | Plankeeper Name | John W. Hey & Company
| | Scope: | Elementary School Demolition and Playground
Improvements.
|
| | Owner Solicitation Name: | Street Improvements - Sunbeam Addition
| | Owner Name: | Grand Forks, City of
| | Enginner Name: |
| | Plankeeper Name | Grand Forks, City of
| | Scope: | 16,500 SY of asphalt milling, 1,400 CY of subcut,
6,000 SY of remove pavement, 5300 SY of
geotextile fabric, and 3700 TN of asphalt
pavement.
|
| | Owner Solicitation Name: | Catron Boulevard Sanitary Sewer Extension
| | Owner Name: | Rapid City Finance Dept.
| | Enginner Name: |
| | Plankeeper Name | Rapid City Finance Dept.
| | Scope: | 4,700 LF 18" Sanitary sewer, Jack & Bore 130 LF
30" steel casing, surface restoration, manholes,
seeding, mulching, gravel surfacing, fencing,
erosion, and control traffic control.
|
| | Owner Solicitation Name: | Asbestos Abatement
| | Owner Name: | Dept. of Justice, Bureau of Prisons, FPC Yankton
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Removal and disposal of approximately 8,500 SF of
12" x 12" vinyl composition tile and asbestos
containing flooring compound that is 1/8" thick
and adhered tothe concrete substrate.
|
| | Owner Solicitation Name: | Lake Cochrane Sanitary Sewer Improvements - 2004
| | Owner Name: | Lake Cochrane Sanitary District
| | Enginner Name: | Banner Associates, Inc.
| | Plankeeper Name | Banner Associates, Inc.
| | Scope: | 1,900 LF of 4" force main, 4,300 LF of 6" force
main, Directional Bore 2,000 LF 6" force mains
under roadways and sidewalks, 8 pumps and rails,
site restoration and
all other miscellaneous work required, not
herein mentioned, but inferred from the
construction contract documents.
|
| | Owner Solicitation Name: | New Residence Hall
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: |
| | Plankeeper Name | South Dakota DOT, Office of the State Engineer
| | Scope: | DESIGN-BUILD. The New Residence Hall project
requires a suite-style student residence hall
with a main office and space for on-site staff.
The facility will also include office space for
the SDSU Residence Life program,
conference/meeting space, food service set-up
area, public restrooms and central lobby for all
users.
|
| | Owner Solicitation Name: | Worthington 500,000 Gallon Elevated Water Storage Tank Improvements - 2004
| | Owner Name: | Worthington Public Utilities
| | Enginner Name: | Banner Associates, Inc.
| | Plankeeper Name | Banner Associates, Inc.
| | Scope: | SCHEDULE I - Construction of a 500,000 gallon
Composite style elevated water storage tank,
foundation system, paint system, controls
enclosure, electrical and controls.
SCHEDULE II - Construction of a 500,000 gallon
Pedestal style elevated water storage tank,
foundation system, paint system, controls
enclosure, electrical and controls.
|
| | Owner Solicitation Name: | Timber Lake Street Project
| | Owner Name: | Timber Lake, City of
| | Enginner Name: | Goldsmith and Heck Engineering and Land Surveyors, Inc.
| | Plankeeper Name | Goldsmith and Heck Engineering and Land Surveyors, Inc.
| | Scope: | Unclassified Excavation - 1,179 CUYD; Remove
Concrete Sidewalk 1847 SQFT, Concrete Sidewalk
5387 SQFT, Base Course 1816.5 T, Unclassified
Excavation Digouts 100.0 CUYD, Asphalt for
Prime (MC-70) 4.4 T; Asphalt for Tack (CSS-1h
or SS-1h) 1.8 T; Asphalt Concrete Composite,
Class E 788.8 T, Concrete Curb and Gutter.
|
| | Owner Solicitation Name: | Design-Build Proposals for New Residence Hall, South Dakota State University
| | Owner Name: | University of South Dakota
| | Enginner Name: |
| | Plankeeper Name | University of South Dakota
| | Scope: | New Residence Hall project requires a suite-style
student residence hall with a main office and
space for on-site staff. The facility will also
include office space for Residence Life program,
conference and meeting space, food service set-up
area, public restrooms and central lobby for all
users, site, and utility development to existing
campus utilities.
|
| | Owner Solicitation Name: | Engineering Design Services Sioux Falls Regional Sanitary Landfill: Comprehensive Monitoring
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | The landfill site is approximately 611.50 AC.
There are 469 AC covered by permit and
handles municipal solid waste, asbestos and
contaminated soil treatment, public and
commercial construction demolition, a compost
pad, and appliance and tire storage.
Approximately 320 AC comprise the active disposal
area.
The comprehensive monitoring scope of work
includes, but is not limited to the
following items: Conduct ground water monitoring
at the sanitary landfill. This currently consists
of semi-annual ground water monitoring of the
existing monitoring wells. Also, baseline
monitoring should be conducted on all new
monitoring wells. Static water elevations should
also be collected as necessary. Conduct storm
water (surface water) monitoring at the sanitary
landfill. This should be completed at least once
annually, and completed during or immediately
after a representative storm event. Conduct
leachate monitoring at the sanitary landfill and
tracking of leachate volumes. The sanitary
landfill has four different areas that will
require leachate monitoring: the current active
area, the pilot (emergency cell) area, the
compost area, and the expansion area.
Conduct monitoring of the contaminated soils
treatment area. Conduct analysis, as necessary,
of the finished compost product. Conduct methane
monitoring at the sanitary landfill.
|
| | Owner Solicitation Name: | Water Purification Plant: Landscaping, Entrance and Parking Lot Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Innovative landscaping design services for the
water purification plant property. The entire
site is approximately 10 to 15 AC. This project
would include parking lot improvements,
landscaping plan implementation, and a vehicle
entrance feature onto the property.
|
| | Owner Solicitation Name: | Office Expansion and Remodeling
| | Owner Name: | Meade Co. Housing & Redevel. Comm.
| | Enginner Name: | Baffuto Architecttura
| | Plankeeper Name | Baffuto Architecttura
| | Scope: | Office Expansion and Remodeling.
|
| | Owner Solicitation Name: | Parking Ramp Renovations - Block 11 Ramp, River Ramp, and Pavilion Ramp
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Parking ramp renovations.
|
| | Owner Solicitation Name: | Construction of New School
| | Owner Name: | Shannon Co School Dist. 65-1
| | Enginner Name: | Professional Land Art Associates
| | Plankeeper Name | Professional Land Art Associates
| | Scope: | Single contract will be awarded for general
construction work, including mechanical and
electrical Work.
|
| | Owner Solicitation Name: | Brandon Road Pump Station Roof Replacement
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Howard R Green Company
| | Plankeeper Name | Howard R Green Company
| | Scope: | Roof replacement.
|
| | Owner Solicitation Name: | Landscaping/Irrigation on Pine Ridge School Campus
| | Owner Name: | Bureau of Indian Affairs, OIEP, Contracting & Grants
| | Enginner Name: |
| | Plankeeper Name | Bureau of Indian Affairs, OIEP, Contracting & Grants
| | Scope: | Install Rain Bird irrigation systems and sod for
approximately 32,000 SF. Provide local sod to
insure proper grass mixture and durability.
Drainage, leveling and any preparation work
required.
|
| | Owner Solicitation Name: | Reside Wood-Frame Building
| | Owner Name: | Oglala Lakota College
| | Enginner Name: |
| | Plankeeper Name | Oglala Lakota College
| | Scope: | Reside wood-frame building.
|
| | Owner Solicitation Name: | Grading & Structures
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; 9.74 Mile Grade Staking; 4.41 Mile
Miscellaneous Staking; 4.41 Mile Slope Staking; 6
Each Structure Staking;
50 Hour Three Man Survey Crew; 215 Each Clear and
Grub Tree; Clearing; Remove Building(s); 5 Each
Remove Drop Inlet; 2,478
Ft Remove 3 Cable Guardrail; 32,499 SqYd Remove
Concrete Pavement; 43 SqYd Remove Concrete
Sidewalk; 2,767 Ft Salvage Beam
Guardrail; 5 Each Salvage Drop Inlet Frame and
Grate Assembly; 167,954 CuYd Unclassified
Excavation; 517,030 CuYd Option
Borrow Excavation; 10,926 CuYd Muck Excavation;
50,006 CuYd Undercutting; 5,900 MGal Water for
Embankment; 19,535.7 Ton Pit
Run Material; Incidental Work, Grading; 10,904
Ton Salv and Stockpile Asph Mix and Granular Base
Material; 43.6 SqYd 8" PCC
Approach Pavement; 224 CuYd Pipe Culvert
Undercut; 25.5 CuYd Class M6 Concrete; 37.9 CuYd
Controlled Density Fill; 238,368
Lb Reinforcing Steel; 1 Each Type II Field
Laboratory; 2,274 Ft 3 Cable Guardrail; 20 Each 3
Cable Guardrail Anchor
Assembly; 150 Ft Straight Dbl Class A Thrie Beam
Grdrail with Wood Posts; 575 Ft Straight Class A
W Beam Guardrail with
Wood Posts; 12 Each W Beam to Thrie Beam
Guardrail Transition; 1 Each W Beam Guardrail
Tangent End Terminal; 10 Each W Beam
Guardrail Breakaway Cable Terminal; 333 Ft Type
B66 Concrete Curb and Gutter; 5,014 Ft Type B68.5
Concrete Curb and Gutter;
274 Ft Type BL68.5 Concrete Curb and Gutter; 24
Ft Type P6 Concrete Gutter; 40 Ft Type P8.5
Concrete Gutter; 16 Each Type B
Frame and Grate Assembly; 7 Each Type D Frame and
Grate; 2 Each Type L Frame and Grate Assembly; 1
Each Type M Frame and
Grate Assembly; 23 Each Precast Drop Inlet
Collar; 1,374 Ton Class B Riprap; 104.5 CuYd Bank
and Channel Protection Gabion;
1,093.8 SqYd Type B Drainage Fabric; 2,000 SqYd
MSE Geotextile Fabric; 1 Each Refurbish Single
Mailbox; 1 Each Refurbish
Double Mailbox; Railroad Protective Insurance;
Maintenance of Traffic Diversion(s); Remove
Traffic Diversion(s); 1,152 Ft
Remove Interim Crossover Closure; 5,000 Ft Remove
Pavement Marking, 4" or Equivalent; 1,200 Hour
Training Program; 6,000
MGal Water for Dust Control; 12,788.4 Ton Gravel
Cushion; 200 Ton Asphalt Concrete Composite; 3
Each Temporary Gravel
Crossing; 448 Ft Crossover Closure; 704 Ft
Interim Crossover Closure; 448 Ft Reset Interim
Crossover Closure; 112 Each
4"x4" White Delineator with 1.12 Lb/Ft Post;
8,000 Hour Flagging; 6,644 Unit Traffic Control;
Traffic Control,
Miscellaneous; 30,404 Ft Raised Pavement Markers;
228 Each Tubular Marker; 2 Each Type C Advance
Warning Arrow Panel; 222
Each Traffic Control Movable Concrete Barrier;
32,400 Ft Temporary Pavement Marking; 12 Each
Temporary Concrete Barrier End
Protection; 6 Each Temporary Concrete Barrier End
Module Set or Repair Kit; 2 Each Contractor
Furnishd Portable Changeable
Message Sign; 10,966 Ft Remove Silt Fence; 19,277
CuYd Placing Topsoil; 48 Bu Cover Crop Seeding;
1,213 Lb Permanent
Seeding; 3.4 Ton Fertilizing; 134.8 Ton Mulching;
1.5 Ton Fiber Mulching; 16,507 SqYd Standard
Erosion Control Blanket; 580
Each Erosion Bale; 11,900 Ft Shaping for Erosion
Control Blanket; 10,966 Ft Silt Fence; 1,100 CuYd
Mucking Silt Fence;
2,200 Ft Repair Silt Fence; 16 CuYd Silt Trap; 2
Each Temporary Diversion Channel and/or Pipe;
Bridge Elevation Survey;
4,728 SqYd Concrete Penetrating Sealer; 268 SqYd
Remove Concrete Bridge Approach Slab; 3 Each
Remove 3 Cable Guardrail
Anchor Assembly; 3 Each Remove W Beam Guardrail
Deformed End; 48 Ft Remove Rubrail; 387.5 Ft
Salvage W Beam Guardrail;
1,106 Ft Remove 3 Cable Guardrail for Reset; 250
Ft Remove W Beam Guardrail for Reset; 1 Each
Remove W Beam Guardrail BCT
for Reset; Incidental Work, Structure; Structural
Steel; 32 Each Laminated Elastomeric Bearing Pad;
24 Each Sliding
Elastomeric Bearing; 526.8 Ft Strip Seal
Expansion Joint; 1,803.7 CuYd Structure
Excavation, Bridge; 38.6 CuYd Structure
Excavation, Box Culvert; 73.4 CuYd Box Culvert
Undercut; 927 CuYd Bridge End Backfill; 703 Ft
Bridge End Backfill
Underdrain Pipe; 506 CuYd Bridge End Backfill
Excavation; 98.8 CuYd Approach Slab Underdrain
Excavation; 1,357.1 CuYd Class; A45 Concrete,
Bridge Deck; 1,366 CuYd Class A45 Concrete,
Bridge; 4.4 CuYd Class A45 Concrete, Bridge
Repair; 101.6 CuYd
Class A45 Concrete, Box Culvert; 1,557.7 SqYd
Concrete Approach Slab for Bridge; 424.2 SqYd
Concrete Approach Sleeper Slab
for Bridge; 27.5 CuYd Breakout Structural
Concrete; 132 Each Install Dowel in Concrete; 18
Each Deck Drain, Girder Bridge;
528 Ft Polymer Modified Asphalt Growth Joint; 30
Each Flexible Delineator; 353,404 Lb Epoxy Coated
Reinforcing Steel; 56
Each No. 4 Rebar Splice; 96 Each No. 5 Rebar
Splice; 88 Each No. 6 Rebar Splice; 464 Each No.
7 Rebar Splice; 14 Each
Extract Pile; 440 Ft Preboring Pile; 132 Each HP
10 Pile Tip Reinforcement; 594 Ft HP 10x57 Steel
Test Pile, Furnish and
Drive; 5,708 Ft HP 10x57 Steel Bearing Pile,
Furnish and Drive; 397 Ft HP 12x53 Steel Test
Pile, Furnish and Drive; 2,828
Ft HP 12x53 Steel Bearing Pile, Furnish and Drive
68.8 CuYd Low Slump Dense Concrete Bridge Deck
Overlay; 1,031.4 SqYd
Concrete Removal Type 1A; 1,031.4 SqYd Concrete
Removal Type 2A; 103.2 SqYd Concrete Removal Type
1B; 51.6 SqYd Concrete
Removal Type 1C; 25.8 SqYd Concrete Removal Type
1D; 80 Ft Concrete Removal Type B; 5.8 CuYd Class
A45 Concrete Fill;
1,031.8 SqYd Finishing and Curing; Drainage
Structure Site A; 1,106 Ft Reset 3 Cable
Guardrail; 2 Each 3 Cable Guardrail
Slip Base Anchor Assembly; 250 Ft Reset W Beam
Guardrail with Wood Posts; 1 Each Reset W Beam
Guardrail Breakaway Cable
Terminal; 324 Ft 4" Underdrain Pipe; 8 Each
Precast Concrete Headwall for Drain; 12.4 Ton
Porous Backfill; 3,014 SqYd
Bridge Berm Slope Protection,Crushed Aggregate;
Checker; 2 Each Remove Pipe End Section; 734.1
MGal Water for Granular
Material; .2 Mile Ordinary Roadway Shaping;
22,441.1 Ton Base Course; 10,903.6 Ton Gravel
Cushion, Salvaged; 15,245.1 Ft
Saw and Seal Shoulder Joint; 1.4 Mile Grind
Rumble Strip in Asphalt Concrete; 33.8 Ton MC-70
Asphalt for Prime; 9 Ton SS-1h
or CSS-1h Asphalt for Tack; 7.3 Ton SS-1h or CSS-
1h Asphalt for Flush Seal; 58.2 Ton Sand for
Flush Seal; 2,452.5 SqYd Cold
Milling Asphalt Concrete; 27,101.2 SqYd 9"
Nonreinforced PCC Pavement; 32,496.1 SqYd 11.5"
Nonreinforced PCC Pavement; 10.1
SqYd 8" Miscellaneous PCC Pavement; 554.8 SqYd 4"
Barrier Type Median PCC Pavement; 22,916 Each
Dowel Bar; 403 Each Insert
Steel Bar in PCC Pavement; 4 Ft 15" CMP 16 Gauge,
Furnish; 4 Ft 15" CMP, Install; 1,170 Ft 24" CMP
16 Gauge, Furnish; 1,170
Ft 24" CMP, Install; 1 Each 15" CMP Elbow,
Furnish; 1 Each 15" CMP Elbow, Install; 1 Each
CMP Tee, Furnish; 1 Each CMP Tee,
Install; 1 Each CMP Cross, Furnish; 1 Each CMP
Cross, Install; 4 Each 24" CMP Safety End,
Furnish; 4 Each 24" CMP Safety
End, Install; 112 Ft 15" Slotted CMP 16 Gauge,
Furnish; 112 Ft 15" Slotted CMP, Install; 2 Each
24" Smooth Tapered Sleeve,
Furnish; 2 Each 24" Smooth Tapered Sleeve,
Install; 1 Each 15" Pipe Cap; 482.9 Ton PG 64-28
Asphalt Binder; 8,048.9 Ton
Class E Asphalt Concrete; 413.5 Ton PG 64-28
Asphalt Binder; 8,265.9 Ton Class E Asphalt
Concrete; 10,440 Ft Cold Applied
Plastic Pvmt Marking, 4"; 2,651 Ft Cold Applied
Plastic Pvmt Marking, 12"; 707 Ft Cold Applied
Plastic Pvmt Marking, 24";
20 Each Cold Applied Plastic Pvmt Marking, Arrow;
2 Each Cold Applied Plastic Pvmt Marking,
Railroad Crossing; 188 Gal
Pavement Marking Paint, White; 161 Gal Pavement
Marking Paint, Yellow; 10,440 Ft Groove Pavement
for Pavement Marking, 4";
2,651 Ft Groove Pavement for Pavement Marking, 1
707 Ft Groove Pavement for Pavement Marking, 24";
20 Each Groove Pavement
for Pavement Marking, Arrow; 2 Each Groove
Pavement for Pavement Marking, Railroad Crossing;
Remove Concrete Footing(s); 42
Ft 1.75' Diameter Breakaway Support Concrete Fo
18 Ft 2' Diameter Fixed Support Concrete Footing;
40 Ft 2.25' Diameter
Fixed Support Concrete Footing; 94 Ft 2.5'
Diameter Fixed Support Concrete Footing; 136.9 Ft
W6x15 Steel Post; 112.1 Ft
W8x21 Steel Post; 262 Ft W8x31 Steel Post; 307.5
Ft 2.0"x2.0" Perforated Tube Post; 486 Ft
2.5"x2.5" Perforated Tube Post;
20 Each 4"x8" Amber Delineator with 1.12 Lb/Ft P
99 Each 4"x8" White Delineator with 1.12 Lb/Ft
Post; 46 Each Flexible
Object Marker Post; 304 SqFt Extruded Aluminum
Sign, Rem. Copy High Intensity; 1,795.5 SqFt Flat
Aluminum Sign,Nonremov.
Copy High Intensity; 147 Each Remove, Salvage,
Relocate, and Reset Traffic Sign; 100 Ft 12" RCP
Class 2, Furnish; 100 Ft
12" RCP, Install; 866 Ft 18" RCP Class 2,
Furnish; 866 Ft 18" RCP, Install; 722 Ft 24" RCP
Class 2, Furnish; 912 Ft 24"
RCP, Install; 190 Ft 24" RCP Class 3,
Furnish; .001 Del Deleted Item; 172 Ft 30" RCP
Class 2, Furnish; 172 Ft 30" RCP,
Install; 124 Ft 60" RCP Class 2, Furnish; 124 Ft
60" RCP, Install; 80 Ft 18" RCP Arch Class 2,
Furnish; 80 Ft 18" RCP Arch,
Install; 84 Ft 30" RCP Arch Class 2, Furnish; 84
Ft 30" RCP Arch, Install; 216 Ft 36" RCP Arch
Class 2, Furnish; 216 Ft 36"
RCP Arch, Install; 282 Ft 42" RCP Arch Class 2,
Furnish; 282 Ft 42" RCP Arch, Install; 2 Each RCP
Tee, Furnish; 2 Each RCP
Tee, Install; 1 Each 12" RCP Flared End, Furnish;
1 Each 12" RCP Flared End, Install; 1 Each 30"
RCP Flared End, Furnish; 1
Each 30" RCP Flared End, Install; 2 Each 60" RCP
Flared End, Furnish; 2 Each 60" RCP Flared End,
Install; 2 Each 18" RCP
Arch Flared End, Furnish; 2 Each 18" RCP Arch
Flared End, Install; 2 Each 36" RCP Arch Flared
End, Furnish; 2 Each 36" RCP
Arch Flared End, Install; 6 Each 42" RCP Arch
Flared End, Furnish; 6 Each 42" RCP Arch Flared
End, Install; 8 Each 24" RCP
Sloped End, Furnish; 8 Each 24" RCP Sloped End,
Install; 4 Each 30" RCP Arch Sloped End, Furnish;
4 Each 30" RCP Arch
Sloped End, Install; 2 Each 18" RCP Arch Safety
End, Furnish; 2 Each 18" RCP Arch Safety End,
Install; 1 Each 18" RCP to
CMP Transition, Furnish; 1 Each 18" Pipe
Transition, Install; 364 Ft 18" CMP 16 Gauge,
Furnish; 364 Ft 18" CMP, Install; 44
Ft 24" CMP Arch 16 Gauge, Furnish; 44 Ft 24" CMP
Arch, Install; 4 Each 18" CMP Sloped End,
Furnish; 4 Each 18" CMP Sloped
End, Install; 3 Each 24" CMP Sloped End, Furnish;
3 Each 24" CMP Sloped End, Install; 2 Each 24"
CMP Arch Sloped End,
Furnish; 2 Each 24" CMP Arch Sloped End, Install;
8 Each 18" CMP Elbow, Furnish; 8 Each 18" CMP
Elbow, Install; 2 Each 24"
CMP Elbow, Furnish; 2 Each 24" CMP Elbow,
Install; 12 Ft 10"High Density Polyethylene Pipe,
Furnish; 12 Ft 10"High Density
Polyethylene Pipe, Install; 1 Each High Density
Polyethylene Pipe Bend, Furnish; 1 Each High
Density Polyethylene Pipe
Bend, Install; 6,615 Ft 6' Chain Link Fence with
Tension Wired Top; 562 Ft 4' Chain Link Fence
with Tension Wired Top; 574
Ft Type 3 Right-of-Way Fence; 5,100 Ft Type 1A
Temporary Fence; 10 Each 2 Post Panel; 3,103 Ft
Remove Fence; 6,395 Ft
Remove Chain Link Fence; 1 Each 18" RCP Flared
End, Furnish; 1 Each 18" RCP Flared End, Install.
|
| | Owner Solicitation Name: | Grading, AC Paving, Storm Sewer
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; .67 Mile Grade Staking; .67 Mile
Miscellaneous Staking; .67 Mile Slope Staking; 1
Each Structure Staking; 100
Hour Three Man Survey Crew; Clearing; 95,025 CuYd
Unclassified Excavation; 41,281 CuYd Option
Borrow Excavation; 6,724 CuYd
Undercutting; 1,867.8 MGal Water for Embankment;
Incidental Work, Grading; 807 Ton Salvage and
Stockpile Granular Material;
742.3 SqYd 8.5" PCC Fillet Section; 3,713.4 Ft
Type B68.5 Concrete Curb and Gutter; 72 Ft 8.5"
Concrete Valley Gutter; 4
Each 2' x 3' Type B Drop Inlet; 4 Each Type B
Frame and Grate Assembly; 4 Each 3' x 10' Type S
Drop Inlet; 4 Each Precast
Drop Inlet Collar; 4 Each Type S Manhole Frame
and Lid; 453.7 Ton Class B Riprap; 710 SqYd Type
B Drainage Fabric; Railroad
Protective Insurance; Maintenance of Traffic
Diversion(s); Remove Traffic Diversion(s); 2,000
Hour Flagging; 663 Unit
Traffic Control; Traffic Control, Miscellaneous;
120 Ft Remove Silt Fence; 7,730 CuYd Placing
Topsoil; 488 Lb Permanent
Seeding; 1.4 Ton Fertilizing; 54.3 Ton Mulching;
376 Each Erosion Bale; 5,451 SqYd Standard
Erosion Control Blanket; 3,370
Ft Shaping for Erosion Control Blanket; 1,005 Ft
Silt Fence; 500 CuYd Mucking Silt Fence; 1,047 Ft
Repair Silt Fence; 592
CuYd Structure Excavation, Box Culvert; 302 CuYd
Box Culvert Undercut; 150 Ft 2-10'x5' Precast
Concrete Box Culvert,
Furnish; 150 Ft 2-10'x5' Precast Concrete Box
Culvert, Install; 2 Each 2-10'x5' Precast
Concrete Box Culv End Sec, Furnish;
2 Each 2-10'x5' Precast Concrete Box Culv End S
65.7 MGal Water for Granular Material; 10,525.5
Ton Base Course; 807 Ton
Gravel Surfacing, Salvaged; 253.1 Ton PG 64-28
Asphalt Binder; 3,893.3 Ton Class E Asphalt
Concrete; 15 Ton MC-70 Asphalt
for Prime; 2.9 Ton SS-1h or CSS-1h Asphalt for
Tack; 1.8 Ton SS-1h or CSS-1h Asphalt for Flush
Seal; 67.9 Ton Sand for
Flush Seal; 3,462 Ft Pavement Marking Paint, 4"
White; 7,803 Ft Pavement Marking Paint, 4"
Yellow; 80 Ft Pavement Marking
Paint, 24" Yellow; 13 SqFt Pavement Marking
Paint, Area; 5 Each Pavement Marking Paint,
Arrow; 2 Each Pavement Marking
Paint, Railroad Crossing; 202 Ft 15" RCP Class 2,
Furnish; 202 Ft 15" RCP, Install; 34 Ft 18" RCP
Class 2, Furnish; 34 Ft
18" RCP, Install; 250 Ft 24" RCP Class 2,
Furnish; 476 Ft 24" RCP, Install; 226 Ft 24" RCP
Class 5, Furnish; 112 Ft 36" RCP
Class 2, Furnish; 112 Ft 36" RCP, Install; 266 Ft
60" RCP Class 4, Furnish; 266 Ft 60" RCP,
Install; 1 Each 18" RCP Flared
End, Furnish; 1 Each 18" RCP Flared End, Install;
2 Each 24" RCP Safety End, Furnish; 2 Each 24"
RCP Safety End, Install; 2
Each 24" RCP Sloped End, Furnish; 2 Each 24" RCP
Sloped End, Install; 2 Each 36" RCP Sloped End
with Bars, Furnish; 2 Each
36" RCP Sloped End, Install; 2 Each 60" RCP
Sloped End, Furnish; 2 Each 60" RCP Sloped End,
Install; 86 Ft 24" CMP 16
Gauge, Furnish; 86 Ft 24" CMP, Install; 2 Each
24" CMP Sloped End, Furnish; 2 Each 24" CMP
Sloped End, Install; 4 Each 24"
CMP Elbow, Furnish; 4 Each 24" CMP Elbow,
Install; 2 Each 24" RCP to CMP Transition,
Furnish; 2 Each 24" Pipe Transition,
Install; 4,171 Ft Type 2 Right-of-Way Fence; 20
Each 2 Post Panel; 3,994 Ft Type 1 Temporary
Fence; 4,958 Ft Salvage Fence.
|
| | Owner Solicitation Name: | Water and Sewer Extension
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; Construction Staking; Clearing; 2
Each Remove Manhole; 1 Each Salvage Fire Hydrant
with Valve and Box; 200
Ton Subbase; 40 Ft 16" Steel Encasement Pipe; 46
Ft 4" PVC Pipe; 1,274 Ft 6" PVC Pipe; 1,435 Ft 6"
PVC Water Main; 4,002 Ft
8" PVC Water Main; 392 Ft 2" Copper Pipe; 827 Ft
8" PVC Sewer Pipe; 2,655 Ft 12" PVC Sewer Pipe; 8
Each Pipe Tee; 4 Each
12"x12" Pipe Tee; 4 Each Pipe Cross; 1 Each Pipe
Reducer; 2 Each 2" Curb Stop with Box; 7 Each 6"
Pipe Bend; 11 Each 8"
Pipe Bend; 4 Each 12" Pipe Bend; 2 Each 8" Pipe
Cap; 1 Each 12" Pipe Cap; 1 Each 6" Pipe
Coupling; 5 Each 6" Pipe Plug; 1
Each 8" Pipe Plug; 1" Air Vacuum Valve Assembly;
13 Each 6" Gate Valve with Box; 11 Each 8" Gate
Valve with Box; 1 Each 54"
Fire Hydrant Extension; 1,000 Ft Trench
Dewatering; 270 Ft Trench 0' to 6' Deep; 297 Ft
Trench 6' to 8' Deep; 448 Ft Trench
8' to 10' Deep; 881 Ft Trench 10' to 12' Deep;
304 Ft Trench 12' to 14' Deep; 337 Ft Trench 14'
to 16' Deep; 244 Ft Trench
16' to 18' Deep; 64 Ft Trench 18' to 20' Deep; 40
Ft Trench 20' to 22' Deep; 85 Ft Trench 24' to
26' Deep; 76 Ft Trench 26'
to 28' Deep; 293 Ft Trench 28' to 30' Deep; 48 Ft
Trench 22' to 24' Deep; 7 Each Standard Fire
Hydrant; 38 Each Thrust
Block; 80 Ft Bore and Jack 16" Pipe; 80 Ft Bore
and Jack 20" Pipe; 1 Each Temporary Water
Service; 2 Each Verify Utilities;
10.69 CuYd Class M6 Concrete; 12 Each 48" Manhole
Base and Barrel Section; 113.58 Ft 48" Manhole
Riser Section; 46 Ft 48"
Manhole Cone Section; 24 Each 2" Adjusting Ring
for Manhole; 12 Each 4" Adjusting Ring for
Manhole; 11 Each Type A7 Manhole
Frame and Lid; 1 Each Special Manhole Frame and
Lid; 1 Each Precast Concrete Headwall for Drain;
16 Lb Permanent Seeding;
41 Lb Fertilizing; .8 Ton Mulching.
|
| | Owner Solicitation Name: | Remove Concrete Pavement
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | 214 SqYd Remove Concrete Pavement; 40 Ton Base
Course, Salvaged, State Furnished; 214 SqYd 7.5"
Nonreinforced
PCC Pavement; 22,530 Ft Reseal PCC Pavement
Joint; 4,070 Ft Seal Random Cracks in PCC
Pavement; 39,059 SqYd Grinding PCC
Pavement; 25,296 Ft Saw and Seal Joint; 246 SqFt
Repair Type A Spall; 20,247 Ft Cold Applied
Plastic Pvmt Marking, 4"; 748
Ft Cold Applied Plastic Pvmt Marking, 8"; 1,052
Ft Cold Applied Plastic Pvmt Marking, 24"; 8 Each
Cold Applied Plastic Pvmt
Marking, Arrow; 2 Each Cold Applied Plastic Pvmt
Marking, Combination Arrow; 2 Each Cold Applied
Plastic Pvmt Marking,
School Crossing; 20,247 Ft Groove Pavement for
Pavement Marking, 4"; 748 Ft Groove Pavement for
Pavement Marking, 8"; 1,052
Ft Groove Pavement for Pavement Marking, 24"; 8
Each Groove Pavement for Pavement Marking, Arrow;
2 Each Groove Pavement
for Pavement Marking, Combination Arrow; 4 Word
Groove Pavement for Pavement Marking, Message;
1,100 Hour Flagging; 3,859
Unit Traffic Control; Traffic Control,
Miscellaneous; 4,200 Ft Temporary Road Markers; 2
Each Type A Advance Warning Arrow
Panel; 1.5 Mile Temporary Pavement Marking.
|
| | Owner Solicitation Name: | Macrosurfacing
| | Owner Name: | South Dakota Dept. of Transportation
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Transportation
| | Scope: | Mobilization; 100 Ton Blotting Sand for Prime;
140,917 Gal Emulsion for Macrosurfacing; 159.9
Ton CSS-1 Asphalt for Fog
Seal; 3,913.9 Ton Aggregate for Macrosurfacing;
603.9 Gal Pavement Marking Paint, White; 477.7
Gal Pavement Marking Paint,
Yellow; 110 Hour Flagging; 2,389 Unit Traffic
Control; Traffic Control, Miscellaneous; 15,400
Ft Temporary Road Markers; 2
Each Type C Advance Warning Arrow Panel; 21.2
Mile Temporary Pavement Marking.
|
| | Owner Solicitation Name: | Reside Wood Frame Building
| | Owner Name: | Oglala Lakota College
| | Enginner Name: |
| | Plankeeper Name | Oglala Lakota College
| | Scope: | Reside wood frame building.
|
| | Owner Solicitation Name: | Replace Fire Alarm Panel and Main Building Sprinkler System
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: | West Plains Engineering
| | Plankeeper Name | West Plains Engineering
| | Scope: | Combined Bids will be received for the
replacement of the fire alarm panel and
installation of a sprinkler system including all
necessary demolition, general, mechanical, and
electrical work.
|
| | Owner Solicitation Name: | Removal of Asphalt Storage Tanks
| | Owner Name: | Pennington County Highway Dept.
| | Enginner Name: |
| | Plankeeper Name | Pennington County Highway Dept.
| | Scope: | Removal of Asphalt Storage Tanks.
|
| | Owner Solicitation Name: | Wastewater Treatment Facility Security Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Ulteig Engineers Inc.
| | Plankeeper Name | Ulteig Engineers Inc.
| | Scope: | Security improvements.
|
| | Owner Solicitation Name: | Removal and Installation of Crosswalk Pavement Markings
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Pavement markings.
|
| | Owner Solicitation Name: | Pasley Park Vehicle/Pedestrian Entrance
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing
| | Scope: | Pasley park vehicle/pedestrian entrance.
|
| | Owner Solicitation Name: | Bahnson Avenue - 3rd Street to 1320' North - Street and Utility Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | Willadsen Lund Engineering
| | Plankeeper Name | Willadsen Lund Engineering
| | Scope: | Street and utility improvements.
|
| | Owner Solicitation Name: | 34th Avenue Project
| | Owner Name: | Brookings, City of
| | Enginner Name: |
| | Plankeeper Name | Brookings, City of
| | Scope: | 4,575 T of asphalt concrete class E type 1,
12,700 LF of cold plastic pavement marking 4",
3,300 LF of 8" sewer main, 9,524 LF of 8" and
12" water main, 9,637 LF of type B66 curb and
gutter.
|
| | Owner Solicitation Name: | Renovation and Addition Senior Citizens Center
| | Owner Name: | Brookings, City of
| | Enginner Name: | Banner Associates, Inc.
| | Plankeeper Name | Banner Associates, Inc.
| | Scope: | Building renovation.
|
| | Owner Solicitation Name: | Retaining Wall Improvemnts 2004
| | Owner Name: | Deadwood, City of
| | Enginner Name: | Bearlodge Ltd., Inc.
| | Plankeeper Name | Bearlodge Ltd., Inc.
| | Scope: | Wall improvemnts.
|
| | Owner Solicitation Name: | Water System Modifications
| | Owner Name: | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Enginner Name: |
| | Plankeeper Name | South Dakota Dept. of Game, Fish & Parks Engineering Section
| | Scope: | 5,300 LF of 2" buried water line and pump house.
Bore 75 LF 2" water line.
|
| | Owner Solicitation Name: | Arlington Sanitary Sewer Improvements - 2004
| | Owner Name: | Arlington, City of
| | Enginner Name: |
| | Plankeeper Name | Arlington, City of
| | Scope: | 3,900 LF of 6" PVC watermain, fire hydrants,
valves, fittings and water services, 6,600 LF of
15" PVC gravity sewer and service connections,
23 sanitary sewer manholes, 235 LF of 24" bored
steel encasement pipe, 6,400 T of gravel
surfacing, 2,000 T of asphalt concrete, 950 SY
of concrete surfacing, 1,063 LF of 12" Cured-in-
place pipe, 31 VF of manhole lining.
|
| | Owner Solicitation Name: | Low Level Water Reservoir Interconnection
| | Owner Name: | Rapid City Finance Dept.
| | Enginner Name: |
| | Plankeeper Name | Rapid City Finance Dept.
| | Scope: | Low level water reservoir interconnection.
|
| | Owner Solicitation Name: | Elm Avenue Reconstruction, Saint Joseph St. to Kansas City St.
| | Owner Name: | Rapid City Public Works Dept., Engineering Division
| | Enginner Name: |
| | Plankeeper Name | Rapid City Public Works Dept., Engineering Division
| | Scope: | Mill & overlay with full depth repairs.
|
| | Owner Solicitation Name: | Big Sioux River Aquifer Expansion - Transmission Line
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: | Howard R Green Company
| | Plankeeper Name | Howard R Green Company
| | Scope: | 3,594 LF 14" DIP water main, 3,187 LF 36" DIP
water transmission line, 6 LF 10" DIP water
transmission line, 20 LF 6" water transmission
lin.
|
| | Owner Solicitation Name: | Refurbishing of Streetlight Shafts
| | Owner Name: | Sioux Falls Budgeting/Purchasing
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing
| | Scope: | Refurbishing of streetlight shafts.
|
| | Owner Solicitation Name: | 80' x 48' Building Addition to the City of Lake Norden's Fire Station
| | Owner Name: | Lake Norden, City of
| | Enginner Name: |
| | Plankeeper Name | Lake Norden, City of
| | Scope: | Building addition.
|
| | Owner Solicitation Name: | Country Club Sewer Extension
| | Owner Name: | Belle Fourche, City of
| | Enginner Name: |
| | Plankeeper Name | Belle Fourche, City of
| | Scope: | 1,021 LF of 8" SDR 35 PVC sewer line, 3 EA 48"
Manholes (total of 35 VF), Highway Bore 83 LF of
14" Steel Casing.
|
| | Owner Solicitation Name: | Convention Center Acoustical Panels
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Acoustical panels.
|
| | Owner Solicitation Name: | Lewis Park, Falls Park, Park Office, McCart Fields, Burnside Park, and Tomar Park - ADA Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Stockwell Engineers, Inc.
| | Plankeeper Name | Stockwell Engineers, Inc.
| | Scope: | ADA improvements.
|
| | Owner Solicitation Name: | Pavilion Caulking (Upper Exterior Wall)
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Pavilion caulking.
|
| | Owner Solicitation Name: | Soldier Creek Road - Phase I
| | Owner Name: | Rosebud Sioux Tribe
| | Enginner Name: | Aaron Swan and Associates
| | Plankeeper Name | Aaron Swan and Associates
| | Scope: | Replacement of 4.81 miles of shoulder widening,
asphalt pavement overlay, drainage structure
repair with some guardrail installation and 0.89
miles of grade, drain, asphalt pavement surfacing
and construction of a bike path, there are also 6
housing areas that will be grade, drain, asphalt
surfacing, curb and gutter construction with some
of the streets receiving gravel surfacing.
|
| | Owner Solicitation Name: | Construction of a Triplex and a Fourplex at the Pine Ridge IHS new compoud, Pine Ridge
| | Owner Name: | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Enginner Name: |
| | Plankeeper Name | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Scope: | Construction of a Triplex and a Fourplex.
|
| | Owner Solicitation Name: | Remove and Reconstruct Kettles and Valves
| | Owner Name: | Dept. of Interior, US Fish and Wildlife Service
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Demolition, clearing, excavation, backfilling,
compaction, and grading to complete the removal
and replacement of 15 kettles, remove and replace
gate valves, and repair drain pipe for specific
kettles.
|
| | Owner Solicitation Name: | Expansion of the Existing IHS Clinic in Wanblee, SD Consisting of New Imaging Services Department
| | Owner Name: | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Enginner Name: |
| | Plankeeper Name | Dept. of Health and Human Services, Indian Health Services, Aberdeen Area Office
| | Scope: | Expansion of the existing IHS clinic consisting
of a new imaging services department.
|
| | Owner Solicitation Name: | D Pod Addition, Jameson Unit
| | Owner Name: | South Dakota State Penitentiary
| | Enginner Name: | Banner Associates, Inc.
| | Plankeeper Name | Banner Associates, Inc.
| | Scope: | Precast concrete frame on spread footings,
insulated precast concrete wall panels, masonry
walls, detention equipment, and membrane roof,
the work also includes plumbing, mechanical, and
electrical work.
|
| | Owner Solicitation Name: | New Residence Hall Parking Lot
| | Owner Name: | South Dakota State University Physical Plant
| | Enginner Name: |
| | Plankeeper Name | South Dakota State University Physical Plant
| | Scope: | New residence hall parking lot.
|
| | Owner Solicitation Name: | College Park Irrigation
| | Owner Name: | Rapid City Public Works Dept., Engineering Division
| | Enginner Name: |
| | Plankeeper Name | Rapid City Public Works Dept., Engineering Division
| | Scope: | Irrigation system for park, minor grading,
backstop and picnic tables.
|
| | Owner Solicitation Name: | Installation of Prefabricated Security Booth
| | Owner Name: | US Geological Survey, NMD Eros Data Center
| | Enginner Name: |
| | Plankeeper Name | US Geological Survey, NMD Eros Data Center
| | Scope: | Installation of a Prefabricated Security Booth
and all associated services to make the booth
functional and operational. Concrete foundation
and pad for the new booth, curb and asphalt work,
relocating an existing gravel road, electrical
trenching, and placing pad mounted electrical
transformer. The maximum size of the Security
Booth shall be no larger than 8' - 0" by 12' -
0".
|
| | Owner Solicitation Name: | 2004 Student Drop Off Lane Corral Drive Elementary School and Southwest Middle School
| | Owner Name: | Rapid City Area School Dist.No. 51-4
| | Enginner Name: |
| | Plankeeper Name | Rapid City Area School Dist.No. 51-4
| | Scope: | Student drop off lane.
|
| | Owner Solicitation Name: | Architectural/Engineering Services for the Computational Mechanics Addition to the Civil Mechanical Building
| | Owner Name: | South Dakota DOT, Office of the State Engineer
| | Enginner Name: |
| | Plankeeper Name | South Dakota DOT, Office of the State Engineer
| | Scope: | Renovation and new design of offices,
visualization lab, classrooms and computer labs.
|
| | Owner Solicitation Name: | Veteran's Memorial Park - Phase 2 Parking, Utility, and Site Improvements
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | TSP Group Inc.
| | Plankeeper Name | TSP Group Inc.
| | Scope: | Parking, utility and site improvements.
|
| | Owner Solicitation Name: | Fire Training Center Roof Replacement
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Roof replacement.
|
| | Owner Solicitation Name: | Bridge Rail Repainting at Falls Park Drive and the Big Sioux River
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Bridge rail repainting.
|
| | Owner Solicitation Name: | Arena Ice Floor Expansion Joint Replacement
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: |
| | Plankeeper Name | Sioux Falls Budgeting/Purchasing Dept.
| | Scope: | Arena ice floor expansion joint replacement.
|
| | Owner Solicitation Name: | 2004 Improvements Project
| | Owner Name: | Kingbrook Rural Water System
| | Enginner Name: | DeWild Grant Reckert & Associates Co.
| | Plankeeper Name | DeWild Grant Reckert & Associates Co.
| | Scope: | Construction of 22 miles of buried pipeline, size
8" through 12", valves, crossings, and
miscellaneous appurtenant work.
|
| | Owner Solicitation Name: | Terrace Park Development - Japanese Gardens Fence and Entry Structure
| | Owner Name: | Sioux Falls Budgeting/Purchasing Dept.
| | Enginner Name: | Architecture Incorporated
| | Plankeeper Name | Architecture Incorporated
| | Scope: | Gardens fence and entry structure.
|
| | Owner Solicitation Name: | The Work of this Contract Consists of the Renovation of the Existing 7,000 square feet Visitor Center Along with a new 4,000 square foot Addition
| | Owner Name: | MWR - Midwest Regional Office National Park Service
| | Enginner Name: |
| | Plankeeper Name |
| | Scope: | Renovation of the existing 7,000 SF visitor
center along with a new 4,000 SF addition to the
existing facility. Parking lots, site grading for
the building and front walk way, complete
building structure along with all related
interior walls/finishes, doors/frames,
floors/covering along with mechanical and
electrical work.
|
| | Owner Solicitation Name: | Design, Build and Renovate Headquarters Building at the Wauby National Wildlife Refuge
| | Owner Name: | Dept. of Interior, US Fish and Wildlife Service
| | Enginner Name: |
| | Plankeeper Name | US Fish and Wildlife Service, CGS
| | Scope: | Design-Build. Construct a 1,350 SF building
addition, and renovate approximately 3,925 SF of
the Headquarters building. Complete design and
build services, and renovation which will include
providing floor plans, wood framed additions with
clear siding, roof slopes, insulation,
gutters/downspouts, concrete foundations/floor
slabs and renovation of 3,925 SF of work at the
Headquarters building. Six new offices, a
conference/break-room, interior reinforced
concrete floor slab work, reinforced concrete
foundation work, building structures, exterior
concrete, aprons, pads, interior walls/finishes,
fixtures, plumbing systems, personnel doors,
windows, heating and cooling systems, lighting
and electrical service/distribution revisions,
revisions to the on-site waste water treatment
(septic) system, utilities, building systems,
site work, and all other feature systems,
appurtenances, and related work necessary for a
fully operational and usable facility.
|
| | Owner Solicitation Name: | Replacing Flooring
| | Owner Name: | Oglala |
|