313Pricing_TKT.xlsx
XLSX spreadsheet 104 KB Posted
- Attached to
- Competitive Selection OH|DOT31326-9
- Contract number
- DOT31326-9
- Issued by
- Ohio
About this file
This document is an Invitation to Bid (ITB) 313-26 pricing spreadsheet for the Ohio Department of Transportation (ODOT), detailing a state and local contract with Turn-Key Tunneling, Inc., located in Columbus, Ohio. The contract covers various infrastructure and utility installation services, specifically focusing on liner pipe materials, installation, joint sealing, and culvert maintenance across 12 different ODOT districts.
The contract provides comprehensive pricing for liner pipe materials and installation across multiple pipe sizes ranging from 12 to 126.99 inches in diameter, with unit costs varying based on pipe dimensions and type. Pricing includes mobilization fees, district-specific delivery costs, traffic control, and additional labor and equipment rates. The contract allows for flexibility in service delivery, with options for material-only purchases, installation services, and additional work beyond standard scope. Compensation structures include per linear foot pricing, hourly equipment and labor rates, and specific provisions for extra work, cleanout services, and material reimbursement, with costs differentiated by pipe type, district, and project complexity.
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| File | Type | Posted |
|---|---|---|
| TKT_Signed_Affirmation___Disclosure.pdf | ||
| Signature.pdf | ||
| 313-26.pdf |
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Text version
VENDOR INFO
| ITB 313-26 Pricing 1 / 30 / 25 | ||
| Previous Contract Number | ||
| Liner Pipe Materials+Install Liner Pipe Materials Only Liner Pipe Welder Pricing | 315 Contract | |
| Close Fit Liner Pipe 10%Ovality Traffic Control, EQ & LB | 315 Contract | |
| Joint Seal Materials Joint Seal Materials + Install | 315 Contract | |
| Culvert Cleanout (Including MOB, Traffic Control & Additional EQ) | 314 Contract | |
| Culvert Invert Paving (Arch and Circular Pipe) MOB, Traffic Control, Flaggers | 316 Contract | |
| Geosynthetic Cementitious Composite Mat MOB, Traffic Control, Flaggers | 317 Contract | |
| Vendor Name: -----> | Turn - Key Tunneling, Inc. | |
| Telephone orders may be followed with fax confirmation sent by the Department. | ||
| Identify locations where orders will be placed, the name of an individual responsible for taking the orders, their telephone, and fax numbers. |
Vendor Location: 1247 Stimmel Road, Columbus, Ohio 43223
Contact Person: Chip Brown
Telephone Number: 614.275.4832
Fax Number: 614.275.4834
Email Address: chip@tunnelit.net
DO NOT PROVIDE CONDITIONAL INFORMATION THAT WILL CHANGE THE TERMS OF THE CONTRACT. DOING SO MAY RESULT IN REJECTION OF YOUR BID.
SUBMIT ANY QUESTIONS, CLARIFICATIONS AND INQUIRIES REGARDING THIS INVITATION TO BID THROUGH INQUIRY LINK IN OHIO BUYS
DO NOT DELETE ROWS, COLUMNS, OR TABS FROM THIS BID DOCUMENT
Do not submit previous versions (pricing pages) of the same contract.
Sheet3
Liner Pipe Materials+Install
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "LINER PIPE MATERIALS AND INSTALLATION"
| NOTE: | |
| - Liner pipe | a) The vendor must enter bids for each liner pipe range they wish to perform liner pipe work and the District Mobilization. |
| b) There are five additional blank lines for liner pipe ranges. These are optional entries for liner pipe ranges greater than or equal to 127 inches (inside diameter). | |
| - Grout Mat. | Grouting Material will be bid by cubic yard ranges of material placed. The grouting material range associated to the total cubic yards of grout placed will determine the cost per cubic yard of the grout. |
| - Mobilization | Mobilization cost for each project. One project may consist of up to four sites. ODOT will compensate the awarded vendor a lump sum plus mileage for the second, third, and fourth sites, if applicable. Compensation will be a lump sum of $150.00 for each additional site plus mileage. One vehicle for equipment and one vehicle for material will be paid at a rate of $0.655 per mile. If one vehicle is used for both equipment and material, then the mileage compensation will only apply to that vehicle Example: An equipment vehicle and material vehicle traveled 15 miles from site one to site two. The awarded vendor would receive $150.00 + (15 miles) x $.655 + (15 miles) x $.655 = $169.65 |
- Extra Work When it is determined that additional work is necessary, outside the vendors original scope of work necessary to properly install the items listed below, the vendor will be compensated based on the additional work performed. Additional work will be identified and mutually agreed upon by ODOT and the vendor.
| Liner Pipe Ranges | ||||||||||||||||||||||
| (Inside Diameter in Inches) | Cost per Linear Foot of Installed Liner Pipe ($ / LF) | |||||||||||||||||||||
| Steel Reinforced Thermoplastic Ribbed Pipe | ||||||||||||||||||||||
| SEE COLUMN "U" | Corrugated steel pipe | Corrugated steel pipe | Structural plate corrugated steel structure | Precoated, galvanized steel culvert | Polymer-precoated corrugated steel spiral rib pipe | Corrugated Steel Spiral Rib | Polymer precoated, galvanized steel conduits | Corrugated aluminum alloy conduits | Corrugated aluminum alloy conduits | Aluminum alloy structural plate conduit | Corrugated Aluminum Spiral Rib | Corrugated Polyethylene Smooth | Type A Polyethelene Liner Pipe | Type B Polyethelene Liner Pipe | Polyvinyl Corrugated Smooth | Polyvinyl Corrugated Profile | Glass Fiber Reinforced | Aluminum alloy structural plate conduit | ||||
| Steel Reinforced Thermoplastic Ribbed Pipe | Steel Pipe Encasement | |||||||||||||||||||||
| Minimum | Maximum | SS-938 | 707.01 | 707.02 | 707.03 | 707.04 | 707.11 | 707.12 | 707.18 | 707.21 | 707.22 | 707.23 | 707.24 | 707.33 | 707.34 | 707.35 | 707.42 | 707.43 | 707.75 | 707.85 | 748.06 |
| 12 | 14.99 | $ 420.00 |
| 15 | 17.99 | $ 429.00 |
| 18 | 20.99 | $ 457.00 |
| 21 | 23.99 | $ 557.00 |
| 24 | 26.99 | $ 624.00 |
| 27 | 29.99 | $ 757.00 |
| 30 | 35.99 | $ 807.00 |
| 36 | 41.99 | $ 837.00 |
| 42 | 47.99 | $ 904.00 |
| 48 | 53.99 | $ 1,175.00 |
| 54 | 59.99 | $ 1,213.00 |
| 60 | 65.99 | $ 1,565.00 |
| 66 | 71.99 | $ 1,783.00 |
| 72 | 83.99 | $ 2,302.00 |
| 84 | 95.99 | $ 2,367.00 |
| 96 | 101.99 | $ 2,556.00 |
| 102 | 107.99 | $ 2,789.00 |
| 108 | 113.99 | $ 2,860.00 |
| 114 | 119.99 | $ 3,201.00 |
| 120 | 126.99 | $ 3,520.00 |
Description of Additional EQ or LABOR U/M Cost per Unit of Measure Mobilization Traffic Control Flagger(s)
PROVIDE EQUIPMENT AND LABOR RATES FOR ADDITIONAL WORK THAT MAY BE
NECESSARY, ABOVE AND BEYOND THE STANDARD LINER INSTALLATION.
ANY ADDITIONAL WORK WILL BE IDENTIFIED AND AGREED UPON AT THE FIELD REVIEW.
Example of Equipment may be:
Skid Steer Track Hoe etc. NOTE:
Any additional work identfied during the field review, where additional material will be required, ODOT will reimburse the vendor at cost, for materials purchased.
Any material related to the installation process of the pipe will not be considered as additional materials.
| Cost per Distrist | Cost per hour per flagger | |||||
| Laborer | HR | $118.00 | ||||
| Foreman | HR | $146.00 | District 1 | $ 2,678.00 | District 1 | $ 152.00 |
| Excavator | HR | $230.00 | District 2 | $ 2,678.00 | District 2 | $ 152.00 |
| Trench Box Mobilization | EA | $5,100.00 | District 3 | $ 2,678.00 | District 3 | $ 152.00 |
| Trench Box Rental | Day | $235.00 | District 4 | $ 2,678.00 | District 4 | $ 152.00 |
| Bore Pit Excavation | CY | $360.00 | District 5 | $ 2,678.00 | District 5 | $ 152.00 |
| Dailey Rate for Host Pipe Modifications | Day | $13,200.00 | District 6 | $ 2,678.00 | District 6 | $ 152.00 |
| Large Backstop | EA | $26,025.00 | District 7 | $ 2,678.00 | District 7 | $ 152.00 |
| Seeding & Mulching | SQ. YD. | $17.00 | District 8 | $ 2,678.00 | District 8 | $ 152.00 |
| Portable Concrete Barrier | LF | $230.00 | District 9 | $ 2,678.00 | District 9 | $ 152.00 |
| Site Specific Lane Closure Items (Cost + 15%) | AS REQ'D | District 10 | $ 2,678.00 | District 10 | $ 152.00 | |
| District 11 | $ 2,678.00 | District 11 | $ 152.00 | |||
| District 12 | $ 2,678.00 | District 12 | $ 152.00 | |||
| Traffic Control |
Lane Closure
| Grouting Material Ranges | Cost per Cubic Yard Placed | Lump Sum | |
| District 1 | $ 14,100.00 | ||
| District 2 | $ 14,100.00 | ||
| 0 ≤ grout ≤ 10 | $ 935.00 | District 3 | $ 14,100.00 |
| 10 < grout ≤ 20 | $ 545.00 | District 4 | $ 14,100.00 |
| > 20 | $ 430.00 | District 5 | $ 14,100.00 |
| District 6 | $ 14,100.00 | ||
| District 7 | $ 14,100.00 | ||
| District 8 | $ 14,100.00 | ||
| District 9 | $ 14,100.00 | ||
| District 10 | $ 14,100.00 | ||
| District 11 | $ 14,100.00 | ||
| District 12 | $ 14,100.00 |
Liner Pipe Materials Only
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "LINER PIPE MATERIALS ONLY"
| NOTE: | ||||||||||||||||||||||||
| - Liner pipe | a) The vendor must enter bids for each liner pipe range they wish to provide. | |||||||||||||||||||||||
| b) There are five additional blank lines for liner pipe ranges. These are optional entries for liner pipe ranges greater than or equal to 127 inches (inside diameter). | ||||||||||||||||||||||||
| - Delivery | a) Delivery Cost per District will be per truck load of liner pipe delivered to any location with that District. Industry standards for trucking of varous size liner pipes will allow ODOT to validate the number of trucks loads required. ODOT will pay the awarded vendor a Delivery Cost per District for each truck load of liner pipe delivered. | |||||||||||||||||||||||
| Liner Pipe Ranges | ||||||||||||||||||||||||
| (Inside Diameter in Inches) | Cost per Linear Foot of Liner Pipe (Cost / LF) | Delivery per Truck Load to Destination | ||||||||||||||||||||||
| Steel Reinforced Thermoplastic Ribbed Pipe | ||||||||||||||||||||||||
| SEE COLUMN "U" | Corrugated steel pipe | Corrugated steel pipe | Structural plate corrugated steel structure | Precoated, galvanized steel culvert | Polymer-precoated corrugated steel spiral rib pipe | Corrugated Steel Spiral Rib | Polymer precoated, galvanized steel conduits | Corrugated aluminum alloy conduits | Corrugated aluminum alloy conduits | Aluminum alloy structural plate conduit | Corrugated Aluminum Spiral Rib | Corrugated Polyethylene Smooth | Type A Polyethelene Liner Pipe | Type B Polyethelene Liner Pipe | Polyvinyl Corrugated Smooth | Polyvinyl Corrugated Profile | Glass Fiber Reinforced | Aluminum alloy structural plate conduit | ||||||
| Steel Reinforced Thermoplastic Ribbed Pipe | Steel Pipe Encasement | |||||||||||||||||||||||
| Minimum | Maximum | SS-938 | 707.01 | 707.02 | 707.03 | 707.04 | 707.11 | 707.12 | 707.18 | 707.21 | 707.22 | 707.23 | 707.24 | 707.33 | 707.34 | 707.35 | 707.42 | 707.43 | 707.75 | 707.85 | 748.06 | Cost per Distrist / Load |
| 12 | 14.99 | $ 146.00 | District 1 | $ 2,010.00 |
| 15 | 17.99 | $ 162.00 | District 2 | $ 2,200.00 |
| 18 | 20.99 | $ 170.00 | District 3 | $ 2,340.00 |
| 21 | 23.99 | $ 186.00 | District 4 | $ 2,340.00 |
| 24 | 26.99 | $ 199.00 | District 5 | $ 2,060.00 |
| 27 | 29.99 | $ 294.00 | District 6 | $ 1,870.00 |
| 30 | 35.99 | $ 250.00 | District 7 | $ 1,870.00 |
| 36 | 41.99 | $ 301.00 | District 8 | $ 1,870.00 |
| 42 | 47.99 | $ 361.00 | District 9 | $ 2,010.00 |
| 48 | 53.99 | $ 464.00 | District 10 | $ 2,475.00 |
| 54 | 59.99 | $ 518.00 | District 11 | $ 2,475.00 |
| 60 | 65.99 | $ 561.00 | District 12 | $ 2,604.00 |
| 66 | 71.99 | $ 610.00 | ||
| 72 | 83.99 | $ 700.00 | ||
| 84 | 95.99 | |||
| 96 | 101.99 | |||
| 102 | 107.99 | |||
| 108 | 113.99 | |||
| 114 | 119.99 | |||
| 120 | 126.99 |
CLose Fit Liner Pipe PRICING
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
| Round Shaped Gravity Storm Sewer and Culverts - CLOSE FIT LINER PIPE Calculated Thickness (inches) and Unit Cost (LF) |
| PRICING PAGE FOR "Close Fit Liner Pipe - 10% Ovality" |
- Provide a "Unit Cost" per Linear Foot installed of the Liner Material as described in the Specifications. COMPLETE THE TAB LABELED "CLOSE FIT -Traf Cntl, EQ & LB"
| - Provide the "Thickness" in Inches of the Close Fit Liner Pipe Material as described in the Specifications. |
| - Provide a "Unit Cost" per Linear Foot to CLEANOUT and Prepare the Host Pipe based on the existing condition of the Host Pipe. |
| Height of Cover (feet) | |||||||||||||||||
| >2 to <=3 | >3 to <=20 | >20 to <=25 | >25 to <=30 | >30 to <=35 | >35 to <=40 | >40 | Pipe Debris Cleanout Unit Cost / LF | ||||||||||
| Host Conduit Span (inches) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Thickness (inches) | Unit Cost (LF) | Host Conduit Span (inches) | MEDIUM | HEAVY |
| 12 | 12 | ||||||||||||||||
| 15 | 15 | ||||||||||||||||
| 18 | 18 | ||||||||||||||||
| 21 | 21 | ||||||||||||||||
| 24 | 24 | ||||||||||||||||
| 27 | 27 | ||||||||||||||||
| 30 | 30 | ||||||||||||||||
| 36 | 36 | ||||||||||||||||
| 42 | 42 | ||||||||||||||||
| 48 | 48 | ||||||||||||||||
| Pipe Debris Cleanout Type Description | |||||||||||||||||
| Incidental (See Section 7.13) | |||||||||||||||||
| …..debris is less than 10% of rise of pipe | |||||||||||||||||
| MEDIUM | |||||||||||||||||
| …..debris is between 10% and 25% of rise of pipe | |||||||||||||||||
| HEAVY | |||||||||||||||||
| …..debris is more than 25% of rise of pipe |
NOTE: This is based on the average debris throughout the length of the host pipe.
If sections of pipe are considered Medium or Heavy, while the overall average is Incidental, the ODOT has the option to pay a portion of the pipe length at the Medium or Heavy category price.
ODOT and the vendor will review and mutually agree to the cleanout severity.
CLOSE FIT - Traf. Cntl, EQ & LB
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "Close Fit Liner Pipe - Traffic Control, Equipment & Labor"
| Mobilization | Traffic Control Flagger(s) | Traffic Control |
| Cost per District | Cost per hour per Flagger | Lump Sum |
| District 1 | District 1 | District 1 | ||
| District 2 | District 2 | District 2 | ||
| District 3 | District 3 | District 3 | ||
| District 4 | District 4 | District 4 | ||
| District 5 | District 5 | District 5 | ||
| District 6 | District 6 | District 6 | ||
| District 7 | District 7 | District 7 | ||
| District 8 | District 8 | District 8 | ||
| District 9 | District 9 | District 9 | ||
| District 10 | District 10 | District 10 | ||
| District 11 | District 11 | District 11 | ||
| District 12 | District 12 | District 12 | ||
| Description of Additional EQ or LABOR | U/M | Cost per Unit of Measure | ||
| PROVIDE EQUIPMENT AND LABOR RATES FOR ADDITIONAL WORK THAT MAY BE |
NECESSARY, ABOVE AND BEYOND THE STANDARD LINER INSTALLATION.
ANY ADDITIONAL WORK WILL BE IDENTIFIED AND AGREED UPON AT THE FIELD REVIEW.
NOTE:
Any additional work identfied during the field review, where additional material will be required, ODOT will reimburse the vendor at cost, for materials purchased.
Any material related to the installation process of the pipe will not be considered as additional materials.
Joint Seal Material + Install
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "JOINT SEAL INSTALLATION"
| NOTE: | ||
| - Joint Seal | a) The vendor must enter bids for each diameter and size or range they wish to seal and the District Mobilization. | |
| b) There are five additional blank lines for Joint Diameters. These are optional entries for various Joint types/sizes | ||
| - Mobilization | Mobilization cost for each project. One project may consist of up to four sites. ODOT will compensate the awarded vendor a lump sum plus mileage for the second, third, and fourth sites, if applicable. Compensation will be a lump sum of $150.00 for each additional site plus mileage. One vehicle for equipment and one vehicle for material will be paid at a rate of $0.655 per mile. If one vehicle is used for both equipment and material, then the mileage compensation will only apply to that vehicle Example: An equipment vehicle and material vehicle traveled 15 miles from site one to site two. The awarded vendor would receive $150.00 + (15 miles) x $.655 + (15 miles) x $.655 = $169.65 |
- Extra Work When it is determined that additional work is necessary, outside the vendors original scope of work necessary to properly install the items listed below, the vendor will be compensated based on the additional work performed. Additional work will be identified and mutually agreed upon by ODOT and the vendor.
| LENGTH OF JOINT SEAL | |
| Identify additional Lengths (i.e. 16 inches, 24inches, etc) or Range of Lengths ( 14 to 17.99 inches, 18 to 21.99 inches, etc.) in boxes below. | |
| Liner Pipe Dimension |
(Inside Diameter in Inches)
| 12 |
| 15 |
| 18 |
| 21 |
| 24 |
| 27 |
| 30 |
| 36 |
| 42 |
| 48 |
| 54 |
| 60 |
| 66 |
| 72 |
| 84 |
| 96 |
| 102 |
| 108 |
| 114 |
| 120 |
Additional Product Notes From Vendor.
| Mobilization | Traffic Control Flagger(s) | Traffic Control |
| Cost per District | Cost per hour per Flagger | Lump Sum |
| District 1 | District 1 | District 1 |
| District 2 | District 2 | District 2 |
| District 3 | District 3 | District 3 |
| District 4 | District 4 | District 4 |
| District 5 | District 5 | District 5 |
| District 6 | District 6 | District 6 |
| District 7 | District 7 | District 7 |
| District 8 | District 8 | District 8 |
| District 9 | District 9 | District 9 |
| District 10 | District 10 | District 10 |
| District 11 | District 11 | District 11 |
| District 12 | District 12 | District 12 |
| Description of Additional EQ or LABOR | U/M | Cost per Unit of Measure | |
| PROVIDE EQUIPMENT AND LABOR RATES FOR ADDITIONAL WORK THAT MAY BE |
NECESSARY, ABOVE AND BEYOND THE STANDARD LINER INSTALLATION.
ANY ADDITIONAL WORK WILL BE IDENTIFIED AND AGREED UPON AT THE FIELD REVIEW.
Joint Seal Material Only
| ITB 313-26 Pricing 1 / 30 / 25 |
| Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "JOINT SEAL MATERIAL ONLY"
| NOTE: | |||
| - Joint Seal | a) The vendor must enter bids for each diameter and size or range they wish to supply and the District Delivery Cost. | ||
| b) There are five additional blank lines for Joint Diameters. These are optional entries for various Joint types/sizes | |||
| - Pick Up | ODOT has the Option to Pick Up items at Vendor Plant or Other Vendor Specified locations in lieu of paying Delivery Costs. | ||
| LENGTH OF JOINT SEAL | |||
| Identify additional Lengths (i.e. 16 inches, 24inches, etc) or Range of Lengths ( 14 to 17.99 inches, 18 to 21.99 inches, etc.) in boxes below. | |||
| Liner Pipe Dimension |
(Inside Diameter in Inches)
| 12 |
| 15 |
| 18 |
| 21 |
| 24 |
| 27 |
| 30 |
| 36 |
| 42 |
| 48 |
| 54 |
| 60 |
| 66 |
| 72 |
| 84 |
| 96 |
| 102 |
| 108 |
| 114 |
| 120 |
Additional Product Notes From Vendor.
| Optional Materials and Equipment for ODOT to install | |||||||
| Item | Description | Cost | U/M | Item | Description | Cost | U/M |
| DELIVERY COST PER LOAD | TYPE OF DELIVERY VEHICLE OR SERVICE |
| Quantity and Size may dictate type of Delivery Vehicle. (Van, Box Truck, FlatBed, etc.) Identify Delivery Options and Cost to District. |
| District 1 |
| District 2 |
| District 3 |
| District 4 |
| District 5 |
| District 6 |
| District 7 |
| District 8 |
| District 9 |
| District 10 |
| District 11 |
| District 12 |
Culvert Cleanout
| ITB 313-26 Pricing 1 / 30 / 25 | |
| Vendor Name: | Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "CULVERT CLEANOUT"
| Be mindful of Environmental Impacts that may limit the types of Equipment that can be used. |
| IF multiple methods exist for Cleanout, describe the equipment for each method under Options #1, 2, and/or 3. |
| (NOTE: A camera is not considered a method used to "clean" a culvert and should not be listed as an option. This should be listed under "Additional Equipment" ) |
| The pricing provided shall reflect an all inclusive labor and equipment operating cost, for each option described. |
| See Section 8 for explanation of: <1/2 Day, Daily, and Weekly |
CLEANOUT EQUIPMENT OPTION #1:
| (Inside Diameter in Inches) | CLOSED SYSTEM | (Inside Diameter in Inches) | OPEN DRAINAGE - Pipe | OPEN DRAINAGE - Box | |||||||||||||
| < 1/2 Day | Daily | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | ||||||
| Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Min Span | Max Span | $ / HR | $ / HR | $ / HR | $ / LF |
| Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | |||
| 12 | 23.99 | 12 | 23.99 | 36 | 47.99 | ||||||||||||
| 24 | 35.99 | 24 | 35.99 | 48 | 59.99 | ||||||||||||
| 36 | 47.99 | 36 | 47.99 | 60 | 71.99 | ||||||||||||
| 48 | 59.99 | 48 | 59.99 | 72 | 83.99 | ||||||||||||
| 60 | 71.99 | 60 | 71.99 | 84 | 95.99 | ||||||||||||
| 72 | 83.99 | 72 | 83.99 | 96 | 107.99 | ||||||||||||
| 84 | 95.99 | 84 | 95.99 | 108 | 119.99 | ||||||||||||
| 96 | 107.99 | 96 | 107.99 | 120 | 131.99 | ||||||||||||
| 108 | 119.99 | 108 | 119.99 | 132 | 143.99 | ||||||||||||
| 144 | 155.99 | ||||||||||||||||
| 156 | 167.99 | ||||||||||||||||
| 168 | 179.99 | ||||||||||||||||
| Description, CREW SIZE: | Description, CREW SIZE: | Description, CREW SIZE: |
OTHER - Provide a description of when conditions would warrant a need to charge a section of cleanout by the linear foot. This must be addressed at the Site Inspection.
CLEANOUT EQUIPMENT OPTION #2:
| (Inside Diameter in Inches) | CLOSED SYSTEM | (Inside Diameter in Inches) | OPEN DRAINAGE - Pipe | OPEN DRAINAGE - Box | |||||||||||||
| < 1/2 Day | Daily | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | ||||||
| Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Min Span | Max Span | $ / HR | $ / HR | $ / HR | $ / LF |
| Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | |||
| 12 | 23.99 | 12 | 23.99 | 36 | 47.99 | ||||||||||||
| 24 | 35.99 | 24 | 35.99 | 48 | 59.99 | ||||||||||||
| 36 | 47.99 | 36 | 47.99 | 60 | 71.99 | ||||||||||||
| 48 | 59.99 | 48 | 59.99 | 72 | 83.99 | ||||||||||||
| 60 | 71.99 | 60 | 71.99 | 84 | 95.99 | ||||||||||||
| 72 | 83.99 | 72 | 83.99 | 96 | 107.99 | ||||||||||||
| 84 | 95.99 | 84 | 95.99 | 108 | 119.99 | ||||||||||||
| 96 | 107.99 | 96 | 107.99 | 120 | 131.99 | ||||||||||||
| 108 | 119.99 | 108 | 119.99 | 132 | 143.99 | ||||||||||||
| 144 | 155.99 | ||||||||||||||||
| 156 | 167.99 | ||||||||||||||||
| 168 | 179.99 | ||||||||||||||||
| Description, CREW SIZE: | Description, CREW SIZE: | Description, CREW SIZE: |
OTHER - Provide a description of when conditions would warrant a need to charge a section of cleanout by the linear foot. This must be addressed at the Site Inspection.
CLEANOUT EQUIPMENT OPTION #3:
| (Inside Diameter in Inches) | CLOSED SYSTEM | (Inside Diameter in Inches) | OPEN DRAINAGE - Pipe | OPEN DRAINAGE - Box | |||||||||||||
| < 1/2 Day | Daily | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | 1/2 Day | Full Day | Weekly | OTHER | ||||||
| Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Minimum | Maximum | $ / HR | $ / HR | $ / HR | $ / LF | Min Span | Max Span | $ / HR | $ / HR | $ / HR | $ / LF |
| Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | Example Rate | $ 175.00 | $ 170.00 | $ 160.00 | $ 10.00 | |||
| 12 | 23.99 | 12 | 23.99 | 36 | 47.99 | ||||||||||||
| 24 | 35.99 | 24 | 35.99 | 48 | 59.99 | ||||||||||||
| 36 | 47.99 | 36 | 47.99 | 60 | 71.99 | ||||||||||||
| 48 | 59.99 | 48 | 59.99 | 72 | 83.99 | ||||||||||||
| 60 | 71.99 | 60 | 71.99 | 84 | 95.99 | ||||||||||||
| 72 | 83.99 | 72 | 83.99 | 96 | 107.99 | ||||||||||||
| 84 | 95.99 | 84 | 95.99 | 108 | 119.99 | ||||||||||||
| 96 | 107.99 | 96 | 107.99 | 120 | 131.99 | ||||||||||||
| 108 | 119.99 | 108 | 119.99 | 132 | 143.99 | ||||||||||||
| 144 | 155.99 | ||||||||||||||||
| 156 | 167.99 | ||||||||||||||||
| 168 | 179.99 | ||||||||||||||||
| Description, CREW SIZE: | Description, CREW SIZE: | Description, CREW SIZE: |
OTHER - Provide a description of when conditions would warrant a need to charge a section of cleanout by the linear foot. This must be addressed at the Site Inspection.
| MOBILIZATION |
| The Department understands that travel to and from a project is one aspect of mobilization, and this can vary depending on the project. TO HELP PROVIDE A MORE COMPETITIVE AND COST EFFECTIVE |
PRICE FOR VARIOUS PROJECTS, when additional mobilization may be required, the vendor shall provide a breakdown of these additional costs above the standard mobilization to and from the project.
This may include separating out costs for heavy equipment, length of contract, lane closure Equipment/Marterials (not signing), etc.
Prior to the start of work (field review), the vendor and ODOT will determine the appropriate mobilization charges that may be necessary for the given project.
General Mobilization Mobilization - Additional Chargers (Define Unit of Measure w/desc.) DESCRIPTION OF ADDITIONAL MOBILIZATION CHARGES
Cost per District (Lump Sum) A B C D E A U / M
| District 1 | ||
| District 2 | B | U / M |
| District 3 | ||
| District 4 | ||
| District 5 | C | U / M |
| District 6 | ||
| District 7 | ||
| District 8 | D | U / M |
| District 9 | ||
| District 10 | ||
| District 11 | E | U / M |
| District 12 |
Mobilization between sites
When multiple sites exist, the vendor will be compensated for mobilization between sites at the hourly rates of the operators, as paid by the vendor. These rates will be compensated for the travel time.
For example: Hourly Rate for Culvert Cleanout out is $100.00/hr. Operator A is paid $23.50/hr, and Operator B is paid $24.25/hr. Therefore, the hourly rate compensated is $47.25/hr for travel between sites.
However, the total hourly rate for mobilization will be capped at the hourly rate for the culvert cleanout, if the total hourly rates of the operators exceeds the hourly rate for the culvert cleanout.
The cumulative total time traveled will be rounded up to the 1/4 hour.
For example, Site 1 to Site 2 is 25 Minutes, Site 2 to 3 is 15 minutes, Site 3 to 4 is 30 minutes. A total of 70 minutes for travel between sites. This will be rounded up to 75 minutes.
(Vendor may be asked to provide proof of employee pay rates to determine hourly rate for compensation)
| TRAFFIC CONTROL |
| The vendor shall provide a price for Traffic Control. All work is expected to occur off the roadway and shoulders. Proper signing shall be included and incidental to the work being done. See Section 6.2 |
It is possible that a lane closure may be required. Proper Signing of this shall also be considered incidental to the work.
Additional charges above the signing needed (shoulder, lane closure) shall be provided below and will be agreed upon prior to the beginning of work.
When a lane closure or flagging is required, the vendor shall provide a cost for this type of operation.
| Traffic Control | ||
| Flagger(s) | Additional Fees above standard signage for shoulder or lane closure. |
| Cost per hour per flagger | |||
| U / M | FEE | Description of Charges for Lane Closure | |
| District 1 | |||
| District 2 | |||
| District 3 | |||
| District 4 | |||
| District 5 | |||
| District 6 | |||
| District 7 | |||
| District 8 | |||
| District 9 | |||
| District 10 | |||
| District 11 | |||
| District 12 |
| ADDITIONAL EQUIPMENT |
| PROVIDE EQUIPMENT AND LABOR RATES FOR ADDITIONAL WORK THAT MAY BE NECESSARY, ABOVE AND BEYOND THE STANDARD CLEANOUT PRICING ABOVE. |
ANY ADDITIONAL WORK WILL BE IDENTIFIED AND AGREED UPON AT THE FIELD REVIEW.
Description of Additional LABOR U/M Cost per Unit of Measure
Description of Additional EQUIPMENT U/M Cost per Unit of Measure
| Water | GAL | Reimburse at Cost with proper Invoicing |
| Disposal Fee | lbs / TN | Reimburse at Cost with proper Invoicing |
Culvert Invert Paving
| ITB 313-26 Pricing 1 / 30 / 25 | |
| Vendor Name: | Turn - Key Tunneling, Inc. |
PRICING PAGE FOR "CULVERT INVERT PAVING"
| NOTE: | ||
| Liner pipe | a) The vendor must enter bids for each pipe size they wish to perform field paving work and the District Mobilization. | |
| b) List the pipe sizes. Minimum pipe size: 36" span/rise or diameter. | ||
| Additional Concrete | Additional concrete material will be bid by cubic yard per each pipe size. | |
| Mobilization | Mobilization cost for each project. One project may consist of up to four sites. ODOT will compensate the awarded vendor a lump sum plus mileage for the second, third, and fourth sites, if applicable. Compensation will be a lump sum of $150.00 for each additional site plus mileage. One vehicle for equipment and one vehicle for material will be paid at a rate of $0.655 per mile. If one vehicle is used for both equipment and material, then the mileage compensation will only apply to that vehicle Example: An equipment vehicle and material vehicle traveled 15 miles from site one to site two. The awarded vendor would receive $150.00 + (15 miles) x $.655 + (15 miles) x $.655 = $169.65 |
PIPE - ARCH
(Inside Dimensions in Inches)
(Minimum 36 inch span or rise)
Cost per Linear Foot of Field Paving
| Cost of Additional | ||
| Cubic Yards of Concrete | PIPE - CIRCULAR |
(Inside Dimension in Inches)
(Minimum 36 inches) Cost per Linear Foot of Field Paving Cost of Additional Cubic Yards of Concrete
| SPAN | RISE | ($ / LF) | ($/CY) | ($ / LF) | ($/CY) | |
| 42 | 31 | $284.00 | $545.00 | 36 | $285.00 | $545.00 |
| 49 | 38 | $290.00 | $545.00 | 42 | $290.00 | $545.00 |
| 53 | 41 | $299.00 | $545.00 | 48 | $300.00 | $545.00 |
| 60 | 46 | $307.00 | $545.00 | 54 | $310.00 | $545.00 |
| 66 | 51 | $345.00 | $545.00 | 60 | $345.00 | $545.00 |
| 73 | 55 | $345.00 | $545.00 | 66 | $345.00 | $545.00 |
| 81 | 59 | $408.00 | $545.00 | 72 | $355.00 | $545.00 |
| 87 | 63 | $463.00 | $545.00 | 78 | $365.00 | $545.00 |
| 95 | 67 | $478.00 | $545.00 | 84 | $365.00 | $545.00 |
| 103 | 71 | $525.00 | $545.00 | 90 | $435.00 | $545.00 |
| 112 | 75 | $588.00 | $545.00 | 96 | $435.00 | $545.00 |
| 117 | 79 | $614.00 | $545.00 | 108 | $475.00 | $545.00 |
| 128 | 83 | $648.00 | $545.00 | 120 | $535.00 | $545.00 |
| 137 | 87 | $725.00 | $545.00 | 132 | $545.00 | $545.00 |
| 142 | 91 | $734.00 | $545.00 | 144 | $555.00 | $545.00 |
| 150 | 96 | $803.00 | $545.00 | 156 | $605.00 | $545.00 |
| 157 | 101 | $830.00 | $545.00 | 162 | $650.00 | $545.00 |
| 164 | 105 | $864.00 | $545.00 | 168 | $650.00 | $545.00 |
| 171 | 110 | $904.00 | $545.00 | 174 | $670.00 | $545.00 |
| 180 | $685.00 | $545.00 | ||||
| 196 | $765.00 | $545.00 | ||||
| 208 | $805.00 | $545.00 |
| Mobilization to First Site | Traffic Control | ||
| Flagger(s) | Traffic Control |
Lane Closure Cost per District Cost per hour per Flagger Lump Sum
| District 1 | $6,315.00 | District 1 | $152.00 | District 1 | $5,830.00 |
| District 2 | $6,315.00 | District 2 | $152.00 | District 2 | $5,830.00 |
| District 3 | $6,315.00 | District 3 | $152.00 | District 3 | $5,830.00 |
| District 4 | $6,315.00 | District 4 | $152.00 | District 4 | $5,830.00 |
| District 5 | $6,315.00 | District 5 | $152.00 | District 5 | $5,830.00 |
| District 6 | $6,315.00 | District 6 | $152.00 | District 6 | $5,830.00 |
| District 7 | $6,315.00 | District 7 | $152.00 | District 7 | $5,830.00 |
| District 8 | $6,315.00 | District 8 | $152.00 | District 8 | $5,830.00 |
| District 9 | $6,315.00 | District 9 | $152.00 | District 9 | $5,830.00 |
| District 10 | $6,315.00 | District 10 | $152.00 | District 10 | $5,830.00 |
| District 11 | $6,315.00 | District 11 | $152.00 | District 11 | $5,830.00 |
| District 12 | $6,315.00 | District 12 | $152.00 | District 12 | $5,830.00 |
GMMC Pricing, Material Only
| ITB 313-26 Pricing 1 / 30 / 25 | |
| Vendor Name: | Turn - Key Tunneling, Inc. |
| PRICING PAGE FOR "GEOSYNTHETIC CEMENTITIOUS COMPOSITE MAT" MATERIAL ONLY |
| Refer to Supplemental Specification 936 for description of Material TYPE characteristics |
| Material | |||
| Material Type ---> | Type 1 | Type 2 | Type 3 |
| Min. Thickness ---> | 0.2 | 0.3 | 0.5 |
| ($/SQFT) | ($/SQFT) | ($/SQFT) |
| DISTRICT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| 6 |
| 7 |
| 8 |
| 9 |
| 10 |
| 11 |
| 12 |
File details come from the government source that posted it. Updated .