059pricing_GeoSpec.xlsx
XLSX spreadsheet 83 KB Posted
- Attached to
- Competitive Selection OH|DOT05924-3
- Contract number
- DOT05924-3
- Issued by
- Ohio
About this file
This document is a state-level pricing document for Geohazard Maintenance (Contract 059-24) issued by the Ohio Department of Transportation (ODOT), with GeoSpecialties of Nicholasville, Kentucky as the vendor. The document is dated 11/1/23 and provides detailed pricing for geotechnical and infrastructure stabilization services across all 12 ODOT districts.
The contract covers six primary service categories: Launched Soil Nail, Drilled Soil Nail, Self-Drilling Soil Nail, Plate Piles, Plug Piles/Drilled Shafts, Scaling, and Trim Blasting. Pricing varies based on project scale, with tiered rates for different quantities (e.g., 50 nails or less vs. 51 or more). Additional services include mobilization, traffic control, excavation, grading, seeding, and material handling, with specific hourly and unit rates for each. The contract includes provisions for travel compensation between sites, with rates of $150 within a county and $250 between counties, plus mileage reimbursement. Mobilization and traffic control costs are listed by district, ranging from $5,000 to $12,500, with flagger rates at $115 per hour.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Guardian_Fence_and_Construction_Contract_Amendment-Signed.pdf | ||
| Affirmation_and_Disclosure_Form.pdf | ||
| Signature__76_.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
VENDOR INFORMATION
| 059-24 Pricing Geohazard Maintenance 11/1/23 | |
| Vendor Name: | GeoSpecialties |
Vendor Location: 1060 Elizabeth Street, Unit 8, Nicholasville, KY 40356
Contact Person: Justin Anderson
Telephone Number: Office (859) 361-2465 Mobile (859) 583-0732
Fax Number:
Email Address: justin.anderson@geospecialties.com
READ THE INFORMATION BELOW BEFORE PROCEEDING
UTILIZE THE LINK ON THE FRONT PAGE OF THE SPECIFICATIONS TO SUBMIT ANY QUESTIONS, CLARIFICATIONS AND INQUIRIES REGARDING THIS INVITATION TO BID
1 COMPLETE ALL VENDOR INFORMATION ABOVE
2 FOR EACH ITEM YOU WISH TO BID, PROVIDE PRICING
3 FOR ITEMS THAT YOU DO NOT WISH TO PROVIDE A BID FOR, PLEASE LEAVE BLANK.
| 4 | DO NOT INCLUDE CONDITIONAL INFORMATION WITH YOUR BID THAT WILL CHANGE THE TERMS OF THE BID |
| ** DOING SO MAY RESULT IN REJECTION OF YOUR BID. |
5 SEE ADDITIONAL NOTES/INFORMATION AT THE TOP OF EACH PRICING PAGE
6 ……..AND DO NOT DELETE/REMOVE PAGES, TABS OR COLUMNS FROM THIS BID SHEET.
Launched Soil Nail
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM A - Launched Soil Nail | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Launched soil nail shall meet the requirement of Section 6. |
| (2) | Bid shall be the final in-place position of a Launched Soil Nail or Approved Equivalent. Price shall include all labor, equipment and material. |
| (3) | Mobilization is to any location within a District. |
| (4) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| UNIT OF MEASURE | 50 Nails or Less | 51 or more Nails | ||
| ITEM A | Launched Soil Nail | EACH |
| Mobilization | Traffic Control (When Necessary) | ||||
| Lump Sum | Lump Sum | $ / HR | |||
| District 1 | District 7 | Flagger | |||
| District 2 | District 8 | ||||
| District 3 | District 9 | ||||
| District 4 | District 10 | ||||
| District 5 | District 11 | ||||
| District 6 | District 12 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | HR | Excludes hauling and wasting |
Grading HR Restore site to stable grade
Seeding SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | ||
| Hauling and Wasting | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
ANY ADDITION OF ITEMS BELOW WILL BE ADDRESSED PRIOR TO THE PROJECT START.
ITEM Price Unit of Measure Description
Drilled Soil Nail
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM B - Drilled Soil Nail | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Drilled soil nail shall meet the requirement of Section 6 |
| (2) | Bid shall be the final in-place position of a Drilled Soil Nail or Approved Equivalent. Price shall include all labor, equipment and material. |
| (3) | Mobilization is to any location within a District. |
| (4) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| 750 LF or Less | 751 LF or more | |||
| ITEM B | Drilled Soil Nail | Linear Feet | $34.00 | $28.50 |
| Mobilization | Traffic Control (When Necessary) | ||||
| Lump Sum | Lump Sum | $ / HR | |||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 |
| District 2 | $7,500.00 | District 8 | $5,000.00 | ||
| District 3 | $7,000.00 | District 9 | $6,000.00 | ||
| District 4 | $7,000.00 | District 10 | $7,000.00 | ||
| District 5 | $7,000.00 | District 11 | $7,000.00 | ||
| District 6 | $7,000.00 | District 12 | $12,000.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | $600.00 | HR | Excludes hauling and wasting |
Grading $600.00 HR Restore site to stable grade
Seeding $1.25 SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | $150.00 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | $165.00 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | $42.00 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
| ITEM | Price | Unit of Measure | Description | ||||||
| SF | $17.50 | Wire Mesh Surface Treatment, Tecco G65 3mm (or equivalent) | Wire Mesh Surface Treatment | Wire Mesh Surface Treatment | Wire Mesh Surface Treatment | Wire Mesh Surface Treatment | Wire Mesh Surface Treatment | Wire Mesh Surface Treatment | |
| SF | $39.50 | 8 in Shotcrete per ODOT Standard Specifications, Section 520 | 8 in Shotcrete | 8 in Shotcrete | 8 in Shotcrete | 8 in Shotcrete | 8 in Shotcrete | 8 in Shotcrete | |
| SF | $52.00 | 12 in Shotcrete per ODOT Standard Specifications, Section 520 | 12 in Shotcrete | 12 in Shotcrete | 12 in Shotcrete | 12 in Shotcrete | 12 in Shotcrete | 12 in Shotcrete | |
| LF | $200.00 | Casing Installation, per API Standard Specifications (2019) | Casing Installation | Casing Installation | Casing Installation | Casing Installation | Casing Installation | Casing Installation | |
| CF | $22.25 | Cementitious Grout per ODOT Standard Specifications, Section 701 | Cementitious Grout | Cementitious Grout | Cementitious Grout | Cementitious Grout | Cementitious Grout | Cementitious Grout | |
| CY | $250.00 | Flowable Fill per ODOT Standard Specifications, Section 613 |
SELF - Drilling Soil Nail
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM C - Self Drilling Soil Nail | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Drilled soil nail shall meet the requirement of Section 6 |
| (2) | Bid shall be the final in-place position of a Self-Drilled Soil Nail or Approved Equivalent. Price shall include all labor, equipment and material. |
| (3) | Mobilization is to any location within a District. |
| (4) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| 750 LF or Less | 751 LF or more | |||
| ITEM C | Self Drilling Soil Nail | Linear Feet | $37.50 | $35.00 |
| Mobilization | Traffic Control (When Necessary) | ||||
| Lump Sum | Lump Sum | $ / HR | |||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 |
| District 2 | $7,500.00 | District 8 | $5,000.00 | ||
| District 3 | $7,000.00 | District 9 | $6,000.00 | ||
| District 4 | $7,000.00 | District 10 | $7,000.00 | ||
| District 5 | $7,000.00 | District 11 | $7,000.00 | ||
| District 6 | $7,000.00 | District 12 | $12,000.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | $600.00 | HR | Excludes hauling and wasting |
Grading $600.00 HR Restore site to stable grade
Seeding $1.25 SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | $150.00 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | $165.00 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | $42.00 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
| ITEM | Price | Unit of Measure | Description | ||||||
| $72.00 | SF | Sheet Piling: PZ 27 or Equiv. up to 30 ft long per ASTM A325 | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | Sheet Piling: PZ 27 or Equiv. up to 30 ft long | |
| $38.00 | LF | Horizontal Drains, ASTM D2729 | Horizontal Drains | Horizontal Drains | Horizontal Drains | Horizontal Drains | Horizontal Drains | Horizontal Drains | |
| $46.00 | SF | GRS Wall Construction (Up to 8ft deep) per FHWA-HRT-17-080 | GRS Wall Construction (Up to 8ft deep) | GRS Wall Construction (Up to 8ft deep) | GRS Wall Construction (Up to 8ft deep) | GRS Wall Construction (Up to 8ft deep) | GRS Wall Construction (Up to 8ft deep) | GRS Wall Construction (Up to 8ft deep) | |
| $38.00 | TON | Free Draining Backfill Material per ODOT Standard Specifications, Section 520 | Free Draining Backfill Material | Free Draining Backfill Material | Free Draining Backfill Material | Free Draining Backfill Material | Free Draining Backfill Material | Free Draining Backfill Material |
Plate Piles
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM D - Plate Piles | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Plate Piles shall meet the requirement of Section 6 |
| (2) | Bid shall be the final in-place position of a Plate Pile. Price shall include all labor, equipment and material. |
| (3) | Mobilization is to any location within a District. |
| (4) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| 250 SQYD or Less | 251 SQYD or Greater | |||
| ITEM D | Plate Piles | SQYD | $372.00 | $350.00 |
| Mobilization | Traffic Control (When Necessary) | ||||
| Lump Sum | Lump Sum | $ / HR | |||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 |
| District 2 | $7,500.00 | District 8 | $5,000.00 | ||
| District 3 | $7,000.00 | District 9 | $6,000.00 | ||
| District 4 | $7,000.00 | District 10 | $7,000.00 | ||
| District 5 | $7,000.00 | District 11 | $7,000.00 | ||
| District 6 | $7,000.00 | District 12 | $12,000.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | $725.00 | HR | Excludes hauling and wasting |
Grading $625.00 HR Restore site to stable grade
Seeding $1.25 SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | $625.00 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | $180.00 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | $40.00 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
ITEM Price Unit of Measure Description
Plug Piles Drilled Shafts
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM E - Plug Piles/Drilled Shafts | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Plug Piles/Drilled Shafts shall meet the requirement of Section 6 |
| (2) | Bid shall be the final in-place position of a Plug Piles/Drilled Shafts. Price shall include all labor, equipment and material. |
| (3) | Mobilization is to any location within a District. |
| (4) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| WALL LENGTH | |||||
| Less than 60 FT | 61 FT or Greater * | * Upper Length of contract is approximately 100 FT | |||
| ITEM E | Plug Piles/Drilled Shafts | ||||
| Drilled Shafts, 24" Diameter, Above Bedroack, As per Plan | LNFT | $260.00 | $260.00 | ||
| Drilled Shafts, 24" Diameter, Into Bedrock, As Per Plan | LNFT | $350.00 | $350.00 | ||
| Drilled Shafts, Misc,: Plug Pile, 24” Diameter, Unreinforced | LNFT | $240.00 | $240.00 | ||
| Steel Piles, Misc.: W16x31 Steel Beam | LNFT | $60.00 | $60.00 | ||
| Steel Piles, Misc.: W10x42 Steel Beam | LNFT | $72.00 | $72.00 | ||
| Steel Piles, Misc.: W12x53 Steel Beam | LNFT | $80.00 | $80.00 |
| Mobilization | Traffic Control (When Necessary) | ||||
| Lump Sum | Lump Sum | $ / HR | |||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 |
| District 2 | $7,500.00 | District 8 | $5,000.00 | ||
| District 3 | $7,000.00 | District 9 | $6,000.00 | ||
| District 4 | $7,000.00 | District 10 | $7,000.00 | ||
| District 5 | $7,000.00 | District 11 | $7,000.00 | ||
| District 6 | $7,000.00 | District 12 | $12,000.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | $725.00 | HR | Excludes hauling and wasting |
Grading $625.00 HR Restore site to stable grade
Seeding $1.25 SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | $625.00 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | $180.00 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | $40.00 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
ITEM Price Unit of Measure Description
Scaling
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM F - Scaling | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Scaling shall meet the requirements of Section 6 |
| (2) | Bid shall be provided for the time lines provided. |
| (3) | Hauling and removal of all materials. |
| (4) | Mobilization is to any location within a District. |
| (5) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| Hourly | ||||||
| ITEM F | Scaling | Time | $725.00 | |||
| Mobilization | Traffic Control (When Necessary) | |||||
| Lump Sum | Lump Sum | $ / HR | ||||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 | |
| District 2 | $7,500.00 | District 8 | $5,000.00 | |||
| District 3 | $7,000.00 | District 9 | $6,500.00 | |||
| District 4 | $7,000.00 | District 10 | $7,000.00 | |||
| District 5 | $7,000.00 | District 11 | $7,000.00 | |||
| District 6 | $7,000.00 | District 12 | $12,500.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | $600.00 | HR | Excludes hauling and wasting |
Grading $600.00 HR Restore site to stable grade
Seeding $1.25 SY Seeding of restored (stable grade) site.
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | $600.00 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | $165.00 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | $40.00 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
ITEM Price Unit of Measure Description
Trim Blasting
| 059-24 Pricing Geohazard Maintenance 11/1/23 | ITEM G - Trim Blasting | |
| Vendor Name | GeoSpecialties |
| NOTE | |
| (1) | The Scaling shall meet the requirements of Section 6 |
| (2) | Provide pricing for the time lines listed |
| (3) | Hauling and removal of all materials. |
| (4) | Mobilization is to any location within a District. |
| (5) | One project may consist of up to three sites. ODOT will compensate the awarded vendor for travel between sites. |
Awarded vendor will be compensated $150.00 for travel within County ($250 between Counties) for each additional site, plus $0.575 per mile per vehicle after the first 5 miles, for travel between sites.
| 250 SQFT or Less | 251 SQFT or Greater | ||||||
| ITEM G | Trim Blasting | SQFT | $25.00 | $20.00 | |||
| Mobilization | Traffic Control (When Necessary) | ||||||
| Lump Sum | Lump Sum | $ / HR | |||||
| District 1 | $7,500.00 | District 7 | $7,000.00 | Flagger(s) | $115.00 | ||
| District 2 | $7,500.00 | District 8 | $5,000.00 | ||||
| District 3 | $7,000.00 | District 9 | $6,500.00 | ||||
| District 4 | $7,000.00 | District 10 | $7,000.00 | ||||
| District 5 | $7,000.00 | District 11 | $7,000.00 | ||||
| District 6 | $7,000.00 | District 12 | $12,500.00 |
In the event the following work is required for a given site, providing a unit cost for the various services to be performed.
The cost of Materials can vary by location, availability, and time of year. For materials purchased locally at the time of the installation, ODOT will reimburse the vendor for the cost of the material at the unit price with proper invoices.
| Unit Price | Unit of Measure | ||
| Excavation | 600 | HR | Excludes hauling and wasting |
Grading 600 HR Restore site to stable grade
601 Dumped Rock Fill Type A-D Supplied to Site Invoice CY Type to be determined at site meeting.
| Placement of Dumped Rock Fill | 150 | HR | Time spent placing Fill. Dumped Rock material paid on line above. |
| Option ( U/M ) determined during site visit | |||
| Hauling and Wasting | 165 | HR | Removal of excess from site and wasting it. |
| Hauling and Wasting | 42 | TN | Removal of excess from site and wasting it. |
| INCIDENTALS |
| ITEMS BELOW ARE TO PROVIDE A COST FOR INCIDENTALS, GIVING THE ODOT A DEFINED COST IN THE EVENT ADDITIONAL UNFORESEEN WORK IS NEEDED ABOVE AND BEYOND THE REQUIREMENTS AND PRICING ABOVE. |
| ITEM | Price | Unit of Measure | Description | ||||||
| $130.00 | LF | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) per ODOT Supplemental Spec 862 (2009) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (<200LF) | |
| $99.00 | LF | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) per ODOT Supplemental Spec 862 (2009) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | Rock Dowel - #8 Grade 75 All-Thread Bar (Galvanized) (>=200LF) | |
| $29.00 | SF | Rock Mesh - Type II (Diamond Mesh) per ODOT Supplemental Spec 862 (2009) | Rock Mesh - Type II (Diamond Mesh) | Rock Mesh - Type II (Diamond Mesh) | Rock Mesh - Type II (Diamond Mesh) | Rock Mesh - Type II (Diamond Mesh) | Rock Mesh - Type II (Diamond Mesh) | Rock Mesh - Type II (Diamond Mesh) | |
| $30.00 | SF | Rock Mesh - Type III (Cable Nets) per ODOT Supplemental Spec 862 (2009) | Rock Mesh - Type III (Cable Nets) | Rock Mesh - Type III (Cable Nets) | Rock Mesh - Type III (Cable Nets) | Rock Mesh - Type III (Cable Nets) | Rock Mesh - Type III (Cable Nets) | Rock Mesh - Type III (Cable Nets) | |
| $348.00 | LF | Temporary Rockfall per ODOT Supplemental Spec 862 (2009) | Temporary Rockfall Barrier | Temporary Rockfall Barrier | Temporary Rockfall Barrier | Temporary Rockfall Barrier | Temporary Rockfall Barrier | Temporary Rockfall Barrier |
MOT
| 059-24 Pricing Geohazard Maintenance 11/1/23 | MAINTENANCE OF TRAFFIC | |
| Vendor Name | GeoSpecialties |
MAINTENANCE OF TRAFFIC
| Price | Unit of Measure | |||
| M.O.T. / No Lane Closure | $4,500.00 | Lump Sum | (When requested) | Maintenance of Traffic for the project, including all incidentals(excluding Flaggers, PCB & End Treatment) to properly setup and maintain the work zone. |
| M.O.T. w/Single Lane Closure | $8,500.00 | Lump Sum | (When requested) | Maintenance of Traffic for the project, including all incidentals(excluding Flaggers, PCB & End Treatment) to properly setup and maintain the work zone. |
| PCB (M.O.T.) | $55.00 | Linear Ft. | (When requested) | A separate charge for approved temporary portable concrete barrier has been provided. |
| End Treatment (M.O.T) | $4,500.00 | Each | (When requested) | A separate charge for an approved temporary portable concrete barrier end treatment for work zones has been provided. |
| Flagger | $115.00 | $ / hr / flagger | (When necessary) | The number of flaggers may vary from project to project. (This number should match the individual tabs if completed in both sections) |
SS832
| 059-24 Pricing Geohazard Maintenance 11/1/23 | SS832 Pricing |
| Temporary Sediment and Erosion Control Best Management Practices (BMP) |
Unit Price Schedule, July 2023
| Project Identified EDA (acres) | Fixed Price | Comment | ||||||||
| <5 | 5 to 10 | 10 to 15 | 15 to 20 | >20 | ($) | |||||
| Item | Unit | Description | Price ($) | |||||||
| 832 | Sq. Yd. | Construction Seeding and | ||||||||
| Mulching | $1.12 | $1.03 | $0.93 | $0.84 | $0.83 | Based on |
NOI acres
| 832 | Feet | Slope Drains | $13.50 | ||||||
| 832 | Cu. Yd. | Sediment Basins and Dams | $15.25 | [3] | |||||
| 832 | Cu. Yd. | Excavated Drop Inlet Protection | $15.25 | ||||||
| 832 | Feet | Perimeter Filter Fabric Fence | $4.54 | $3.48 | $3.19 | $2.86 | $2.58 | Based on |
NOI acres
| 832 | Feet | Filter Fabric Ditch Check | $12.50 | |||||||
| 832 | Feet | Inlet Protection | $12.75 | |||||||
| 832 | Cu. Yd. | Earthen Dike/Berm | $3.50 | |||||||
| 832 | Sq. Yd. | Temporary Stabilization Matting | $3.00 | |||||||
| 832 | Cu. Yd. | Rock Ditch Check, Type C or D | ||||||||
| without Filter | $57.00 | [1] | ||||||||
| 832 | Cu. Yd. | Rock Channel Protection, Type C | ||||||||
| or D with Filter | $62.00 | [1] | ||||||||
| 832 | Cu. Yd. | Rock Channel Protection, Type C | ||||||||
| or D without Filter | $57.00 | [1] | ||||||||
| 832 | Cu. Yd. | Basin Sediment Removal | $11.25 | |||||||
| 832 | Cu. Yd. | Miscellaneous Sediment Removal | $17.50 | |||||||
| 832 | Feet | Construction Fence | $3.00 | |||||||
| 832 | Sq. Yd. | Construction Mulching | $0.89 | $0.80 | $0.65 | $0.63 | $0.61 | Based on |
NOI acres 832 Sq. Yd. Winter Seeding and Mulching $1.21 $1.12 $1.03 $0.95 $0.91 Based on NOI acres
| 832 | Cu. Yd. | Construction Entrance | $84.50 |
| [1] | Add the following amount per cubic yard for the cost of Type C or D Rock materials. | ||
| [3] | Add the amount for the appropriately sized surface dewatering device for sediment basin outlet. |
File details come from the government source that posted it. Updated .