The following projects are currently advertised for bids. Interested bidders may find general information about each project, as well as printable actual Contract Documents in PDF format. The general information is the same project description provided to Newspapers and by direct mail solicitations. The Contract Documents include the Drawings and the entire Project Manual. Drawings can be printed on any regular or large format printers. The Project Manual includes Proposal Forms, Front End Documents, General and Supplementary Covenants, and Technical specifications. All these are also completely printable.
Effective October 2009, the Department will no longer be responsible for providing hard copy notice to bidders or addenda to either contractors or plan rooms. An email listserv has been created to communicate electronically with vendors currently on file with the DNR. As a member of this listserv, you will receive electronic notice to bidder information on a regular basis.
To subscribe to this list, click here.
The Department will be utilizing the vendor Beeline and Blue to provide printed copies of Plans and Specifications and Addenda upon request. The department will no longer provide complimentary copies of Plans and Specifications to contractors or sub-contractors after award of the contract. Please visit dfs.beelineandblue.com/iowa or contact (515) 244-1611 for more information.
To access any of these, unless you have already done so, you will need to download and install Acrobat Reader from the Adobe Website.
You may obtain a free download from
Click on the project names below to view the one(s) which interest you.
THIS PROJECT CONSISTS OF INSTALLING A PORTLAND CEMENT CONCRETE CANOE RAMP, ON THE MIDDLE RIVER LOCATED IN ADAIR COUNTY, IOWA AND INCLUDES GRADING, PLACING RIPRAP ALONG RIVER BANKS, AND INSTALLING REINFORCED PORTLAND CEMENT CONCRETE CANOE ACCESS RAMP ONTO THE MIDDLE RIVER.
This project consists of paving the roadway and boat ramp parking lot, installing a vault restroom, constructing sidewalks and constructing boat ramp extensions.
The Storm Lake Phase II Island Stabilization project is designed to provide fieldstone Rip-rap protection to the existing big Island on Storm Lake, Buena Vista County, Iowa. The scope of work includes supply of class "E" fieldstone revetment, transportation of the stone to the island by barge from the designated staging area, and placement of the stone around the perimeter of the Island at the specified width and depth. It is estimated that about 4,655 Tons of class "E" material will be needed to complete the project.
This project consists of removing 423 feet of existing wooden seawall, furnish and install 4,490 S.F. of steel sheet piling, 10 concrete deadman anchors with tieback rods, 5 foot wide concrete cap and walkway, and other incidental work as required by DNR inspector.
This project consists of boring a 24" HDPE pipe through the dam abutment, install a filter diaphragm around the pipe, install an isolation valve, construct an impact basin, and construct an inlet structure. During construction, the contractor shall pump the lake down and maintain low pool elevation for the duration of the contract.
This project consists of approximately 79 ton of HMA transverse joint repairs (67 joints), 42, 5-inch deep, HMA patches, totaling 460 SY. 2.7 miles of cleaning and filling cracks, HMA pavement maintenance. A 27,700 SY bituminous seal coat with sand seal. 353 ton of Class A road rock - 3/4", and 30 ton of erosion stone.
ESTIMATED QUANTITIES:
2306 - ASPHALT EMULSION FOR FOG SEAL (PAVEMENT)
514 GAL.
2307 - BINDER BITUMEN, CRS-2P
1,795 GAL.
2307 - AGGREGATE, COVER - SAND
106 Tons
2312 - GRANULAR SURFACING ON ROAD, CLASS A CRUSHED STONE - 3/4"
353 Tons
2507 - EROSION STONE
30 Tons
2518 - SAFETY CLOSURE
7 Each
2528 - TRAFFIC CONTROL
1 L.S.
2529 - PATCHES, FULL-DEPTH FINISH, BY AREA
460 S.Y.
2529 - PATCHES, FULL-DEPTH FINISH, BY COUNT
42 Each
2533 - MOBILIZATION
1 L.S.
2543 - TRANSVERSE JOINT REPAIR
79 Tons
2544 - CLEANING AND FILLING CRACKS (PAVEMENT MAINTENANCE)
This project consists of 888 gallons of RS-1 grade emulsion for 29,600 SY of fog seal, 3 miles of cleaning and filling cracks & surface preparation for strip slurry treatment, 204 SY patching (7 patches), 275 ton of transverse joint repair and approximately 38 ton of granular surfacing (1-inch).
ESTIMATED QUANTITIES:
2306 - BITUMINOUS FOG SEAL (PAVEMENT) RS-1 EMULSION GRADE
888 GAL.
2312 - GRANULAR SURFACING ON ROAD, CLASS A CRUSHED STONE. 1-INCH
38 Tons
2319 - SLURRY LEVELING
3 MI.
2319 - STRIP SLURRY TREATMENT FINE AGGREGATE
30 Tons
2319 - SURFACE PREPARATION FOR STRIP SLURRY TREATMENT
3 MI.
2319 - ASPHALT EMULSION FOR SLURRY LEVELING, SLURRY WEDGE, AND SLURRY TREATMENT
1,275 GAL.
2518 - SAFETY CLOSURE
5 Each
2528 - TRAFFIC CONTROL
1 L.S.
2529 - PATCHES, FULL-DEPTH FINISH, 5-IN., BY AREA. HMA
204 S.Y.
2529 - PATCHES, FULL-DEPTH FINISH, 5-IN., BY COUNT. HMA
7 Each
2533 - MOBILIZATION
1 L.S.
2543 - TRANSVERSE JOINT REPAIR
275 Tons
2544 - CLEANING AND FILLING CRACKS (PAVEMENT MAINTENANCE)
This project consists of approximately 100 CY of flood debris removal, 902 SY of 6-inch PCC paving, 813 gallons of bituminous fog seal, 158 tons of granular surfacing, 2.2 miles of cleaning and filling cracks (pavement maintenance), and slurry leveling, 50 tons of HMA transverse joint repair, 8 HMA patches of approximately 222 SY and 523 SY of pavement removal. A second location involves an approximate 10,000 SY fog seal, 0.8 miles of cleaning and filling cracks (pavement maintenance), 45 tons of HMA
transverse joint repair, 803 LF of PCC joint cleaning and sealing and a 7.3 SY PCC panel replacement.
ESTIMATED QUANTITIES:
Springbrook
2101 - REMOVAL OF FLOOD DEBRIS
100 C.Y.
2102 - SPECIAL BACKFILL
302 Tons
2102 - EXCAVATION, CLASS 10, ROADWAY AND BORROW
264 C.Y.
2301 - STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 6 IN.
902 S.Y.
2306 - BITUMINOUS FOG SEAL (PAVEMENT) RS-1 EMULSION GRADE
813 GAL.
2312 - GRANULAR SURFACING ON ROAD, CLASS A CRUSHED STONE. 1-INCH
158 Tons
2319 - SLURRY LEVELING
2.2 MI.
2319 - STRIP SLURRY TREATMENT FINE AGGREGATE
22 Tons
2319 - SURFACE PREPARATION FOR STRIP SLURRY TREATMENT
2.2 MI.
2319 - ASPHALT EMULSION FOR SLURRY LEVELING, SLURRY WEDGE, AND SLURRY TREATMENT
924 GAL.
2510 - REMOVAL OF PAVEMENT
744 S.Y.
2518 - SAFETY CLOSURE
8 Each
2528 - TRAFFIC CONTROL
1 L.S.
2529 - PATCHES, FULL-DEPTH FINISH, 5-IN., BY AREA. HMA
222 S.Y.
2529 - PATCHES, FULL-DEPTH FINISH, 5-IN., BY COUNT. HMA
8 Each
2533 - MOBILIZATION
1 L.S.
2542 - CRACK AND JOINT CLEANING AND FILLING (PCC PAVEMENT)
2,000 L.F.
2542 - SEALER MATERIAL (PCC PAVEMENT)
400 LB.
2543 - TRANSVERSE JOINT REPAIR
50 Tons
2544 - CLEANING AND FILLING CRACKS (PAVEMENT MAINTENANCE)
2.2 MI.
2544 - HOT MIX ASPHALT FOR CRACK FILLING
2 Tons
2544 - FILLER MATERIAL (MAINTENANCE)
660 GAL.
Beaver Lake
2306 - BITUMINOUS FOG SEAL
259 GAL.
2511 - REMOVAL OF RECREATIONAL TRAIL (PCC)
7.3 S.Y.
2511 - RECREATIONAL TRAIL, PCC, 6-INCH, CLASS M MIX
7.3 S.Y.
2518 - SAFETY CLOSURE
3 Each
2528 - TRAFFIC CONTROL
1 L.S.
2533 - MOBILIZATION
1 L.S.
2541 - CRACK AND JOINT CLEANING AND SEALING (HMA SURFACES)
0.8 MI.
2541 - SEALER MATERIAL (HMA SURFACES)
400 LB.
2543 - TRANSVERSE JOINT REPAIR
20 Tons
2542 - CRACK AND JOINT SEALING AND FILLING (PCC TRAIL)
This projects consists of approximately 1464 gallons of CSS-1 asphalt emulsion, 415 ton 1-inch, class A, road rock, 5 HMA patches of approximately 20 SY each, 255 ton of transvers joint repair, 5.8 miles of cleaning and filling cracks (HMA pavement maintenance) and 500 L.F. of cleaning and filling cracks (PCC pavement maintenance).
ESTIMATED QUANTITIES:
2306 - ASPHALT EMULSION FOR FOG SEAL (PAVEMENT)
1,464 GAL.
2312 - GRANULAR SURFACING ON ROAD, CLASS A CRUSHED STONE - 3/4"
415 Tons
2518 - SAFETY CLOSURE
13 Each
2528 - TRAFFIC CONTROL
1 L.S.
2525 - FLAGGERS
20 Each
2528 - PILOT CARS
5 Each
2529 - PATCHES, FULL-DEPTH FINISH, BY AREA
150 S.Y.
2529 - PATCHES, FULL-DEPTH FINISH, BY COUNT
5 Each
2533 - MOBILIZATION
1 L.S.
2543 - TRANSVERSE JOINT REPAIR
255 Tons
2544 - CLEANING AND FILLING CRACKS (PAVEMENT MAINTENANCE)
This project consists of PCC (~500 LF) and HMA (~4.3 miles) crack and joint cleaning and filling. A bituminous fog seal on HMA surfaces, approximately 172 ton of HMA road widening and 190 ton of transverse joint repair. Approximately 170 ton of granular surfacing and 70 ton of granular shoulder material. Three painted symbols are also included.
This project consists of repairing wind and wave erosion to thirteen fishing jetties at Lake Icaria by placing 2,475 tons of Class "E" riprap on the side slopes of jetties, 345 tons of crushed rock surfacing on the tops of jetties, and incidental work as required by the Plans and/or the DNR Construction Inspector.
The State Forestry Nursery Building restroom will have the restroom area renovated. Part of the Break Room 105 will be used as an expansion of the restroom area and installation of a new kitchenette area. There will be four alternates: #1 will consist of a new toilet in Restroom 120, #2 will consist of washer and dryer electric and plumbing in Mechanical 126, #3 will consist of reroofing the entry vestibule 100, and #4 will consist of replacing all ceiling tiles and lighting in the public areas. This renovation will update the currently aged interior of the State Nursery office.
ESTIMATED QUANTITIES:
DEMOLITION
1 L.S.
STOOP FOOTING
1 L.S.
RESTROOM REMODEL
1 L.S.
KITCHENETTE REMODEL
1 L.S.
RESTORATION
1 L.S.
MOBILIZATION
1 L.S.
Alternate
ALTERNATE#1: RESTROOM 120 REMODEL
1 L.S.
Alternate
ALTERNATE#2: MECHANICAL 126 REMODEL
1 L.S.
Alternate
ALTERNATE#3: ENTRY VESTIBULE 100 REROOF
1 L.S.
Alternate
ALTERNATE#4: PUBLIC AREA CEILING AND CARPET TILES, AND LIGHTING
This project involves Shoreline Stabilization at Lake Anita with Class 'E' Revetment and any incidental work as required by the D.N.R Field Engineer in Cass County. IA
North Area: 150 Linear Feet - 130 tons Class "E" Riprap
South Area: 180 Linear Feet - 150 tons Class "E" Riprap
* Site Restoration required on the access route and both sites.
Proposal may be obtained by e-mailing name, address, and phone number.
Contact: Mark Johnson 515-250-3713 mark.johnson@dnr.iowa.gov
This project is designed to provide a solar powered site light for the existing boat ramp and parking lot on the west bay of Silver Lake in Dickinson County, Iowa. Work under this project includes installation of a 24" PCC light pole base, 20' galvanized steel light pole, and the solar light with accessories.
Contact: Jeff Felts 515-250-3712 Jeff.Felts@dnr.iowa.gov
