Free Solicitations and notifications are free for this business.
ODNR-Division of Mineral Resources Management
2045 Morse Rd Building H2, Columbus, OH 43229-6605
(614) 265-6369
General Info
Standard Documents
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Upcoming Solicitations
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UPNL25 - New Philadelphia Landslides UPC 2025
MANDATORY PRE-BID MEETING ON OCTOBER 30, 2025 AT 10:00AM
Project Name: New Philadelphia Landslides UPC 2025
Project Description: New Philadelphia Landslides UPC 2025 reclamation contract is composed of six known project sites located on pre-law coal mining land located in Coshocton, Tuscarawas and Jefferson counties. Additional project sites may be added to the contract during the contract’s timeframe in any of the previous counties listed as well as in Holmes, Carroll and Harrison counties.
Purpose and intent of this reclamation contract is to reclaim landslides on multiple abandoned pre-law mining project sites to eliminate dangerous abandoned mine land features.
This contract is developed in the unit price format. All items have biddable units. No lump sum items. While each site has its own set of characteristics, the work being performed is similar. Items have been specified in a general way so that they can apply to the multiple project sites.
Bidding documents include general reclamation information that will be utilized for all project sites. Quantities provided in bidding documents are approximate, based on conceptual or preliminary design and to provide a general idea of size of known projects.
More detailed reclamation plans will be created and issued to the Contractor by way of Work Orders which will include more detailed site-specific reclamation plan, final estimated quantities/costs for each project site and project’s completion date. Issued work orders initiate work at a project site. Contractor shall have sufficient personnel and equipment to complete work at two project sites at the same time.
Reclamation will involve repairing landslide soil instability and associated general earthwork and drainage. Abandoned mine land features are public health and safety concerns to landowners, wildlife and forest area staff and visitors and users of public road and railroads. Reclaiming these features will protect the public’s health and safety and eliminate and prevent AML health and safety problems.
Brief Description and Preliminary/Conceptual Reclamation Scope of each known site:
New Alexandria Landslide:
Brief Description: Approximate 1-acre landslide on steep slope where some material has slid onto railroad tracks. Upslope drainage from flatter reclaimed area is partially responsible for landslide. Preliminary/Conceptual Reclamation Scope: Reclaim approximate 1-acre landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageways; earthwork operations on 7-acre flatter upslope area to direct drainage away from landslide area by creating sheet flow drainage in all directions; and revegetation.
Fernwood Drainage Maintenance:
Brief Description: Approximate 1-acre landslide below Township Road and above County Road within Fernwood State Forest. Upslope ground water table being fed by two hazardous waterbodies discharging to slope causing instability. Preliminary/Conceptual Reclamation Scope: Reclaim approximate 1-acre landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageways; underdrain installation through hazardous water body; earthwork operations on 8.5-acre upslope area to backfill hazardous water bodies and backfill small highwall; and revegetation.
TR 287 Landslide:
Brief Description: Approximate 1.5-acre landslide above Township Road within Woodbury Wildlife Area. Landslide slope being fed by upslope highwall pit/hazardous waterbodies causing instability. Preliminary/Conceptual Reclamation Scope: Reclaim approximate 1.5-acre landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageway(s); earthwork operations on 4-acre upslope and adjacent areas to backfill hazardous water body and highwall and reclaim gob pile area; and revegetation.
Miller Slip:
Brief Description: Approximate 0.5-acre landslide above Township Road and next to landowner yard within surface mine spoil. Preliminary/Conceptual Reclamation Scope: Reclaim approximate 0.5-acre landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageway(s); and revegetation.
Gump Landslide Maintenance:
Brief Description: Ongoing instability within a previous AML landslide reclamation project. Previous landslide area was approximately 4 acres. There is a residence at downstream edge along one corner of landslide. Preliminary/Conceptual Reclamation Scope: Perform maintenance of landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageways; and revegetation.
Dessecker Mine Landslide Maintenance:
Brief Description: Ongoing instability of a landslide on a highwall backfill area of a previous AML reclamation project. Previous landslide was approximately 1.5-acre in size. Preliminary/Conceptual Reclamation Scope: Reclaim approximate 1.5-acre landslide by excavating benches, placing compacted fill, installing bench underdrains and installing rock drainageways; and revegetation.
Contractor shall furnish labor, materials and equipment necessary to perform work. Contractor is wholly responsible for ensuring site safety for both his own work crew and the public.
The following ODNR-DMRM staff are involved with this project and may becontacted with any questions or concerns.
Project Engineer: Thomas Wiley, P.E. 330-556-6805
Project Officer: Alicia Davis 330-556-6794
Design Technician: David Miller 330-556-6802
Engineer's Estimate: $3,497,955.00
Pre-bid Meeting Location (Mandatory): 2207 Reiser Avenue SE, New Philadelphia, OH 44663
| 11/13/2025 06:30 PM UTC |
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COTS24 - Combo Tuscarawas County Highwalls 2024
MANDATORY PRE-BID MEETING ON NOVEMBER 4, 2025 AT 10:00AM.
Pre-bid Meeting Location (Mandatory): ODOT DISTRICT 11, 2207 REISER AVE., SE, NEW PHILADELPHIA, OH 44663
Project Name: Combo Tuscarawas County Highwalls 2024
THIS PROJECT CONSISTS OF RECLAMATION WORK ON THREE (3) SEPARATE SITES:
TR 410 Highwall:
Township Road (TR) 410 Highwall reclamation project is located on a pre-law coal mine site. Project site is located southeast of the intersection of TR 410 and TR 168, approximately 0.4 miles west of the intersection of TR 410 and State Route 515 (Amish Country Byway) in WalnutCreek Township, Holmes County. The project’s latitude and longitude are approximately N 40.574036°, W 81.720902° based on WGS84 datum. See plans for Location Map. Project consists of approximately 1,700 feet of unreclaimed highwall with impoundment(s)/hazardous water body at base of highwall. Center of spoil ridge from previous mining operation is located approximately 100 to 200 feet from highwall. These features are located in a wooded area adjacent to agricultural and residential areas and pose a hazard to local residents and farmers working above highwall. Project shall consist of backfilling existing highwall and impoundment(s)/hazardous water body with adjacent spoil. Earthwork activities will consist of creating generally 4:1 slopes from top of highwall. Scope of work for project includes: access road/staging area construction; installation of sediment control; clearing and grubbing; impoundment dewatering; earthwork, rock/concrete lined channels; temporary seeding; application of lime; and revegetation. Contractor shall furnish all labor, materials and equipment necessary to perform all work shown on Construction Plan Set and located herein. Contractor is wholly responsible for ensuring site safety for both his own work crew and the public.
CR 75 Highwall:
County Road (CR) 75 Highwall reclamation project is located on a pre-law coal mine site. Project site is located southwest of the intersection of CR 75 (Gerber Valley Rd NW) and Route 340 (Shetler Rd NW), approximately 2.5 miles northwest of the village of Sugarcreek in Sugar Creek Township, Tuscarawas County. The western portion of the project extends into Holmes County. The project’s latitude and longitude are approximately N 40.534180°, W 81.664226° based on WGS84 datum. See plans for Location Map. Project consists of approximately 1,600 feet of unreclaimed highwall. Center of spoil ridge from previous mining operation is located approximately 100 to 200 feet from highwall. These features are located in a wooded area adjacent to agricultural and residential areas and pose a hazard to local residents and farmers working above highwall. Project shall consist of backfilling existing highwall with adjacent spoil. Earthwork activities will consist of creating generally 6:1 slopes from top of highwall. Scope of work for project includes: access road/staging area construction; installation of sediment controls; clearing and grubbing; dewatering; earthwork; rock lined channels; temporary seeding; application of lime; and revegetation. Contractor shall furnish all labor, materials and equipment necessary to perform all work shown on Construction Plan Set and located herein. Contractor is wholly responsible for ensuring site safety for both his own work crew and the public.
TR 66 Highwall:
Township Road (TR) 66 Highwall reclamation project is located on a pre-law coal mine site. Project site is located southwest of the intersection of TR 66 (Cement Bridge Rd NW) and TR 97 (Chestnut Ridge Rd NW), near an industrial lumber facility, approximately 2 miles east of the village of Winesburg in Wayne Township, Tuscarawas County. The project’s latitude and longitude are approximately N 40.622651°, W81.657440° based on WGS84 datum. See plans for Location Map. Project consists of approximately 2,700 feet of unreclaimed highwall with impoundment(s)/hazardous water body at base of highwall. Center of spoil ridge from previous mining operation is located approximately 100 to 200 feet from highwall. These features are located in a wooded area adjacent to industrial, agricultural and residential areas and pose a hazard to local residents and farmers working above highwall. Project shall consist of backfilling existing highwall and impoundment(s)/hazardous water body with adjacent spoil. Earthwork activities will consist of creating generally 5:1 slopes from top of highwall. Scope of work for project includes: access road/staging area construction; installation of sediment controls; clearing and grubbing; impoundment dewatering; earthwork; rock/concrete lined channels; temporary seeding; application of lime; revegetation; and tree planting. Contractor shall furnish all labor, materials and equipment necessary to perform all work shown on Construction Plan Set and located herein. Contractor is wholly responsible for ensuring site safety for both his own work crew and the public. The following ODNR-DMRM staff are involved with this project and may be contacted with any questions or concerns.
Project Officer: Rachel Lumpcik 614-623-0206
Project Engineer: Scott McDiffitt, P.E. 740-248-8609
Engineer's Estimate:$1,811,921.00
Project Location:
TR 410 Highwall - The project’s latitude and longitude are approximately N 40.574036°, W
81.720902°
CR 75 Highwall - The project’s latitude and longitude are approximately N 40.534180°, W 81.664226°
TR 66 Highwall - The project’s latitude and longitude are approximately N 40.622651°, W81.657440°
Pre-bid Meeting Location (Mandatory): ODOT DISTRICT 11, 2207 REISER AVE., SE, NEW PHILADELPHIA, OH 44663
| 11/25/2025 06:30 PM UTC |
Closed Solicitations
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CSKn05 - Richard Downing Airport AMLER
MANDATORY PRE-BID MEETING ON JUNE 3, 2025, AT 10:00 AM
PRE-BID MEETING LOCATION: Project Site - Amphitheater Parking Lot Area (Lat: 40.308898, Long: -81.849636)
Project Name: Richard Downing Airport AMLER
Project Description: Richard Downing Airport AMLER Reclamation Project is located on a pre-law coal mine site. Project site is located approximately 0.5 mile north of intersection of U.S. Route 36 with Airport Road on the east and west sides of Richard Downing Airport in Keene Township, Coshocton County, near Coshocton, OH.
Purpose and intent of this project is to reclaim spoil piles and unreclaimed highwalls (4,350 linear feet) with associated impoundment(s)/hazardous water body(ies) to eliminate dangerous abandoned mine land features while also creating grass landing strip, commercial development area(s) and parking lot.
Reclamation will involve backfilling highwalls and associated impoundment(s)/hazardous waterbody(ies) and grading out spoil. As part of the AMLER (economic development) aspect, work will also include creating airport property improvements. Abandoned mine land features are public health and safety concerns to airport staff, airport visitors, airport business’ staff, utility company representatives and local public. Reclaiming these features and performing airport improvements will protect the public’s health and safety and eliminate and prevent AML health and safety problems along with helping create future economic development for the airport authority.
Reclamation scope of work involves:
1. Mobilization/Demobilization
2. Utility relocation coordination
3. Maintaining traffic including airport traffic
4. Construction of temporary and permanent access(es), drive(s), staging area(s) and parking lot
5. Clearing and grubbing of existing vegetation, including stacking firewood logs and chipping of vegetation for incorporation into backfill
6. Installation and removal of erosion and sediment control features
7. Dewatering
8. Debris and tire removal and disposal
9. Earthwork operations along with hauling material to another project locations, compacted backfill and sub grade compaction
10. Removal of existing culvert(s)
11. Natural stream, rock channel and plunge pool construction
12. Construction of permanent culvert(s) including installation of catch basin(s), headwall(s) and animal guard(s)
13. Underdrain construction including installation of headwall(s), end wall(s), cleanout(s) and animal guard(s)
14. Interceptor drain construction (as required)
15. Formed concrete construction
16. Guardrail construction
17. Pipe gate construction
18. Chain link fence removal and construction
19. Surveying including as-builts, boundary location and construction staking
20. Revegetation operations along with temporary seeding (as required), liming, mowing and maintenance fertilizer
21. Asphalt pavement replacement
22. Removal of temporary access(es) and staging area(s)
Contractor shall furnish labor, materials and equipment necessary to perform work.
Contractor is wholly responsible for ensuring site safety for both his own work crew and the public.
The following ODNR-DMRM staff are involved with this project and may be contacted with any questions or concerns.
Project Officer: Rachel Lumpcik 614-623-0206
Project Engineer: Thomas Wiley, P.E. 330-556-6805
Design Technician: David Miller 330-556-6802
Engineer's Estimate: $4,063,671.00
Project Location: Coshocton Ohio (Lat: 40.308898, Long: -81.849636)
Pre-bid Meeting Location (Mandatory): Project Site - Amphitheater Parking Lot Area (Lat: 40.308898, Long: -81.849636)
| 06/24/2025 05:30 PM UTC |
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JFWr34 - Yorkville Water Tower Maintenance 2024
MANDATORY PRE-BID MEETING ON APRIL 10, 2025, AT 10:00AM
PRE-BID MEETING LOCATION: Jefferson County, OH. Lat: 40.1600346°, Long: -80.7102020°
Project Name: Yorkville Water Tower Maintenance 2024
Project Description:
Yorkville Water Tower Maintenance 2024 reclamation project (iron precipitate cleanup maintenance) is located at previous project site involving abandoned underground mine discharge in Village of Yorkville, Jefferson County, OH. Lat: 40.1600346°, Long: -80.7102020°. Fabriform channel was constructed as part of a previous reclamation project for mine drainage in the mid 1990’s. Iron precipitate from mine drainage has accumulated in fabriform channel since previous cleaning in 2013 almost completely filling channel at some locations.
Purpose and intent of this project is to reestablish flow capacity within existing drainage channels and pipes. Maintenance involves clearing and grubbing, dewatering removal of iron precipitate deposited in fabriform channel(s), earth/rock lined channel(s) and
pvc half-pipe(s) from mine drainage and site restoration.
Contractors must prove that they have successfully performed work that is technically and mechanically equivalent in scope of these specifications. Contractors are required to submit a list of comparable jobs completed in the last five (5) years with bid package. Failure to furnish this information may be cause for rejection of the bid. In addition, contractors shall prove they have appropriate equipment to perform work.
Major work items include:
1. Mobilization including fence removal and storage to allow access
for personnel and equipment.
2. Clearing and grubbing
3. Installation of precipitate trapping features to prevent iron
precipitate from entering culvert under County Road 2.
4. Cleanout of approximately 730 linear feet of fabriform channel(s),
earth/rock lined channel(s) and pvc half-pipes
5. Disposal of approximately 360 tons of iron precipitate and debris
at approved licensed facility.
6. Site restoration including repair of ruts and holes, seeding and
mulching of maintenance area, if needed. Re-erect fence
previously removed to permit access to fabriform channel.
The following ODNR-DMRM staff are involved with this project and may becontacted with any questions or concerns.
Project Engineer: Tom Wiley 330-556-6805
Project Officer: Alicia Davis 330-556-6794
Engineer's Estimate: $149,350.00
Project Location: Jefferson County, OH. Lat: 40.1600346°, Long: -80.7102020°
Pre-bid Meeting Location (Mandatory): Lat: 40.1600346°, Long: -80.7102020°
| 04/24/2025 05:30 PM UTC |
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MKCs03 - Lockman Lane Highwall
MANDATORY PRE-BID MEETING: March 11, 2025, AT 10:00 AM.
PRE-BID MEETING LOCATION: 9225 Lockman Lane, Dresden, Ohio 43821
DIRECTIONS TO PRE-BID MEETING: From Zanesville, travel north on State Route 60 for 12 miles. Turn right on Lockman Lane. Continue on Lockman Lane until it dead ends. The project’s latitude and longitude are 40.09122°, -82.04564°.
PROJECT NAME: Lockman Lane Highwall
PROJECT DESCRIPTION: The Lockman Lane Highwall Reclamation Project is located in Cass Township, Muskingum County, Ohio. Directions to the site are as follows: From Zanesville, travel north on State Route 60 for 12 miles. Turn right on Lockman Lane. Continue on Lockman Lane until it dead ends. The project’s latitude and longitude are 40.09122°, -82.04564°. The closest address to the project site is 9225 Lockman Lane, Dresden, Ohio 43821. The dangerous highwall problem at this site is associated with pre-law surface mining operations conducted within a mile from the site, as evidenced on the 1962 USGS 7.5’ DRESDEN Quadrangle map. This project will eliminate 310 linear feet of dangerous highwall running along Lockman Lane by utilizing the adjacent spoil as backfill material.
CONSTRUCTION: The scope of work involves clearing, grubbing, highwall backfill, grading, channel installation, sediment controls and revegetation.
ENGINEER'S ESTIMATE: $153,119.00
PROJECT LOCATION: Muskingum County latitude 40.09122°, longitude -82.04564°.
| 03/25/2025 05:30 PM UTC |
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PRPk50 - Gosline H2Ohio AMD
MANDATORY PRE-BID MEETING ON December 18, 2024 AT 10:00AM
PRE-BID MEETING LOCATION: Latitude: 39.71767 & Longitude: -82.17066
Project Name: Gosline H2Ohio AMD
Project Description: Project Description: The Gosline H2Ohio AMD project is located within Gosline Headwaters sub basin, which is part of the Upper Rush Creek Watershed (HUC: 05030204-020). The project area is located on Township Road 497 in Perry County Ohio. Surface mining, deep mining, and coal processing in the headwaters of the Rush Creek watershed have resulted in exposure of substantial amounts of mine spoils and deposition of coal refuse (primarily low-grade coal mixed with shale, sandstone, and pyritic spoils). Oxidation of these materials causes acid mine drainage (AMD) and, along with runoff from abandoned mine sites, results in severe impairment of water quality in Rush Creek. An Acid Mine Drainage Abatement and Treatment Plan was completed in 2009 and identified the un-named tributary where the project is located as a significant acid and metal loader to the Gosline Headwaters sub basin, and thus Upper Rush Creek.
The overall goal of this project is to reduce acid and metal loadings in the un-named tributary where the project is located by reducing the amount and retention time of water coming into contact with acid forming materials through standard reclamation methods. Specifically, this project includes the following construction components designed to meet the project goal:
* Regrading approximately 16 acres of barren mine spoil and capping it with off-site soil. The area will be seeded to establish vegetation. Rock channels and aggregate drains will be installed to create positive drainage and stabilize the site. Downstream water will be directed to an existing area with hydrophytic vegetation, where limestone berms will be installed to create residence time and allow metals to precipitate before flowing into Upper Rush Creek mainstem.
* Removal of approximately 1 acre of an open water acid mine drainage pit impoundment that is a result of past mining activities. This component of the project will also include the backfilling of the adjacent highwall. Positive water drainage will be created through aggregate drains, ditching, and/ or rock channels as needed, and will reduce the formation of AMD. The drainage technique(s) will be field directed once the pits are drained. The remaining flow will be directed to an existing low lying area, allowing metals to precipitate before flowing into Upper Rush Creek mainstem.
Engineer's Estimate: $3,035,625.00
Project Location: Perry County
Pre-bid Meeting Location (Mandatory): On-Site, Latitude: 39.71767 & Longitude: -82.17066
| 01/10/2025 06:30 PM UTC |
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COPR24 - Combo Perry Co. Reclamation 2024
PRE-BID MEETING DATE & TIME: December 17, 2024
PRE-BID MEETING LOCATION: Starting at the intersection of S.R. 93 and S.R. 155 in Shawnee, Ohio travel East on S.R. 155 for 0.4 miles and turn left onto East Street/Iron Point Road (C.R. 44). Proceed North on Iron Point Road for 0.9 miles to the project site, located on the left side of the road. The closest address is 6918 County Rd. 44, Shawnee, OH 45782. Coordinates for the site are Latitude: 39.61568 & Longitude: -82.20466.
Project Name: Combo Perry Co. Reclamation 2024
Project Description: The Combo Perry Co. Reclamation 2024 project is located in Salt Lick & Coal Townships in Perry County and Trimble Township in Athens County. Directions to the pre-bid location (Salt Lick Vertical Openings) are as follows: Starting at the intersection of S.R. 93 and S.R. 155 in Shawnee, Ohio travel East on S.R. 155 for 0.4 miles and turn left onto East Street/Iron Point Road (C.R. 44). Proceed North on Iron Point Road for 0.9 miles to the project site, located on the left side of the road. The closest address is 6918 County Rd. 44, Shawnee,
OH 45782. Coordinates for the site are Latitude: 39.61568 & Longitude:
-82.20466.
The Project consists of two (2) separate projects and three (3) separate project sites.
The Salt Lick Vertical Openings site, an easily accessible hazardous highwall and vertical opening is located within 50 feet of Iron Point Road. This site is located on Wayne National Forest property and due to its close proximity to the road, is an attractive and dangerous nuisance to those who visit the area. The scope of work will include backfilling the vertical openings and backfilling the highwalls with on-site soil. Additionally, the vertical openings acts as a stream capture in high flow events will be backfilled and a stream channel will be constructed out of Tied Concrete Block Channels.
The intent of the Johnson Run Portals project is to fill and cap two open
portals and a vertical shaft with polyurethane foam and native soil. Temporary stream crossings will be utilized to access the Salem Hollow site.
The Combo Perry Co. Reclamation 2024 project is located on U.S. Forest Service land. Site access shall be from existing Township & County roads. Major work items in this project include, but are not limited to:
* Clearing and Grubbing, including chipping, removal and windrowing of stumps and stacking of logs.
* Installing Tied Concrete Block Channels.
* Backfilling open portals with Polyurethane Foam (PUF) and native soils.
* Earthwork required to backfill two highwalls.
* PUF and native soils to backfill shaft on USFS.
* Seeding and mulching of sites
Engineer's Estimate: $605,490.00
Project Location: Starting at the intersection of S.R. 93 and S.R. 155 in Shawnee, Ohio travel East on S.R. 155 for 0.4 miles and turn left onto East Street/Iron Point Road (C.R. 44). Proceed North on Iron Point Road for 0.9 miles to the project site, located on the left side of the road. The closest address is 6918 County Rd. 44, Shawnee, OH 45782. Coordinates for the site are Latitude: 39.61568 & Longitude: -82.20466.
Pre-bid Meeting Location (Mandatory): On-Site
| 01/07/2025 06:30 PM UTC |
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BLPl67 - Washington Street Maintenance
MANDATORY PRE-BID MEETING ON December 16, 2024 AT 10:00AM
PRE-BID MEETING LOCATION:
Project Name: Washington Street Maintenance
Project Description: The Washington Street Maintenance Project is in Pultney Township, Belmont County, Ohio. Directions to the site are as follows: From State Route 7, north or south, take the 26th Street Exits toward Bellaire, turn west on State Route 149 for 0.6 miles. The project is on the right side of the road. The project’s latitude and longitude are N 40° 0' 36" – W 80° 45' 16". The project consists of diverting corrugated outlet pipe flow into a corrugated modular drainage ditch. Mine drainage that normally flows down a slope and disperses over.
LAT: N 40° 0' 36"
LONG: W 80° 45' 16"
The slope will now be controlled to an existing catch basin and subsequently into its outlet pipes that carry the mine drainage away from the property. Work shall include installing the corrugated modular drain (Smart Ditch®) and adapting the catch basin apron to accept it. An access road will also be installed to allow access for future cleaning of the ditch. Once the site is final graded it shall be fertilized, seeded and mulched. Additional work items shall include, but are not limited to, clearing and grubbing of the work limits, excavation, excavation/disposal, saw cutting/modifications to an existing catch basin apron, pipe cleaning and installation of No. 1 & 2 stone and #304 stone.
The project officer for this project is Sarah Robinson in the Cambridge Office (614) 563-0577.
The project engineer is Brett Porter, P.E. in the Cambridge Office (740) 303-4429.
Engineer's Estimate:$130,470.00
Project Location: Belmont County
Pre-bid Meeting Location (Mandatory): 2492 Washington St, Bellaire, OH, 43906
| 01/06/2025 06:30 PM UTC |
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CSJk16 - Woodbury Wildlife Area Dangerous Highwall
MANDATORY PRE-BID MEETING ON NOVEMBER 26, 2024 AT 11:00AM
PRE-BID MEETING LOCATION: LAT: (40.25011111)
LONG: (-81.93670278) Pre-Bid Meeting area will be on south side of SR 541.
Project Name: Woodbury Wildlife Area Dangerous Highwall
Project Description: The Woodbury Wildlife Area Dangerous Highwall is located in Jackson Township in Coshocton County, Ohio. Directions to the site are as follows: Travel 4.1 miles West on OH 541 from the intersection of OH 541 and OH 16. Pre-Bid Meeting area will be on south side of SR 541.
LAT: (40.25011111)
LONG: (-81.93670278)
The scope and intent of this project is to remediate 81 acres of the abandoned surface mine site by backfilling the existing highwalls and dangerous open water impoundments utilizing steep sloped spoil piles as shown on the Construction Plan Set. Drainage controls shall be established utilizing concrete channel lining, mild slopes, earthen berms, permanent sumps and existing pit areas. Proposed reclamation/material quantities shall include but not be limited to approximately 1,300,000 cubic yards of earthwork to backfill approximately 5,900 feet of highwall, 2,900 tons of aggregate, 111,000 square feet of concrete channel lining, 11,750 feet of Filter Socks, 2,280 feet of fence installation and 74 acres of standard revegetation. Reclamation will also involve 64 acres of tree planting on the site. Aggregate for the access roads, staging area and sumps will remain permanent. Standard revegetation shall occur in multiple phases.
Engineer's Estimate: $5,648,069.50
Project Location: Coshocton, Ohio
Pre-bid Meeting Location (Mandatory): LAT: (40.25011111)
LONG: (-81.93670278) Pre-Bid Meeting area will be on south side of SR 541. SEE PROJECT DESCRIPTION LOCATION MAP.
| 12/10/2024 06:30 PM UTC |
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ATYkA3 - Nelsonville Area Mine Drainage
PRE-BID MEETING DATE & TIME: November 19, 2024 at 10:00 am.
PRE-BID MEETING LOCATION: 5218 Happy Hollow Road
Nelsonville, OH 45764 Hamilton site- Latitude: 39.45048 / Longitude: -82.18354
Project Name: Nelsonville Area Mine Drainage
Project Description: The scope of work will include collecting the mine drainage with a subsurface drain from the discharge point near the driveway on Fairview Street and conveying it to an existing storm sewer at Verity Street. The clay tile on John Street will be replaced with an improved drain system. At the Hamilton site, the failing clay tile will be replaced with an improved pipe and channel protection below the surface mine.
Engineer's Estimate: $604,258.64
Project Location: 5218 Happy Hollow Road
Nelsonville, OH 45764 Hamilton site- Latitude: 39.45048 / Longitude: -82.18354
Pre-bid Meeting Location (Mandatory): ON-SITE, November 19, 2024 at 10:00 am.
| 12/06/2024 06:30 PM UTC |
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HCWr61 - BRUSH FORK DOSER 2023 RE-BID
MANDATORY PRE-BID MEETING ON November 13, 2024, AT 10:00AM
PRE-BID MEETING LOCATION: The site is located along Ohio State Route 78 between Buchtel and Murray City in Ward Township, Hocking County. From State Route 33 take exit 185 onto Ohio State Route 78, proceed north toward Murray City for 5.1 miles to reach the site, which is along the east side of Route 78 and 600’ south of the intersection with Jobs New Pittsburgh Road. Map link: http://maps.google.com/maps/place/39.4610000000,-82.1920000000/@39.4610000000,-82.1920000000,14z
Project Name: BRUSH FORK DOSER 2023 RE-BID
Project Description: This project consists of the construction of a 60-ton acid mine drainage active treatment lime doser. The project is located in Section 2 of Ward Township in Hocking County, Ohio. This in-stream doser is a treatment solution for acid mine drainage and will be run continuously throughout the year. The lime material will be delivered to the stream via an electric auger. There will be a pH probe located downstream of the doser for water quality monitoring purposes.
Engineer's Estimate:$1,559,281.60
Project Location: Hocking County Ohio
Pre-bid Meeting Location (Mandatory): On-Site
| 11/27/2024 06:30 PM UTC |
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HCWr59 - BRUSH FORK DOSER 2023
MANDATORY PRE-BID MEETING ON SEPTEMBER 5, 2024 AT 10:00 AM.
PRE-BID MEETING LOCATION: The site is located along Ohio State
Route 78 between Buchtel and Murray City in Ward Township, Hocking County. From State Route 33 take exit 185 onto Ohio State Route 78, proceed north toward Murray City for 5.1 miles to reach the site, which is along the east side of Route 78 and 600’ south of the intersection with Jobs New Pittsburgh Road. Map link: http://maps.google.com/maps/place/39.4610000000,-82.1920000000/@39.4610000000,-82.1920000000,14z
PROJECT NAME: BRUSH FORK DOSER 2023
PROJECT DESCRIPTION: The Brush Fork Doser Project includes a proposed doser site located along Ohio State Route 78 between Buchtel and Murray City in Ward Township, Hocking County. From State Route 33 take exit 185 onto Ohio State Route 78, proceed north toward Murray City for 5.1 miles to reach the site, which is along the east side of Route 78 and 600’ south of the intersection with Jobs New Pittsburgh Road. This project shall include construction of an electrically powered lime silo and treatment system capable of delivering lime reagent to Snow Fork for neutralization of acidity and a reduction of metal loads within Snow Fork prior to entering Monday Creek. The doser site shall be designed to include an aggregate access road with entrances from Ohio Route 78 to allow for periodic lime delivery via pneumatic semi-tractor trailer trucks. The pre-bid meeting will be held at the site. Sarah Maj, project officer, is located at the Zaleski office, (740) 274-4943. Ron Warner, project engineer, is located at the Cambridge Office, (740) 303-4209.
ENGINEER'S ESTIMATE: $1,366,545.60
| 10/10/2024 05:30 PM UTC |
