312-25_spec__11_27_24_bid__1_.pdf

ITB 312-25 District 10 REBUILD and/or REPAIR: Guardrail / End Treatments / Attenuator Parts

REQUIREMENTS/SPECIFICATIONS

Section 1: Intent

The purpose of this invitation is to establish a term contract for:

1.1 Rebuilding and/or Replacement of Guardrail, End Treatments, and Attenuators

Pre-approved products as listed on the Office of Roadway Engineering’s website for the purchase of guardrail end treatments, impact attenuators, sand barrels and their associated repair parts.

https://www.transportation.ohio.gov/working/engineering/roadway/roadway

Only guardrail end treatments, impact attenuators, and sand barrels that are either listed on the approved products website or have been recently approved (but not yet showing up on the website) by ODOT at the time of the bid opening will be considered for award.

Provide pricing for the repair, installation, removal, etc. of guardrail, end treatments, or attenuator.

Section 2: Multiple Award

ODOT will accept all responsive bids submitted on or before the specified bid opening date and make an award to all responsive bidders pursuant to O.R.C. 5513.02.

Section 3: Contract Duration

The effective duration of this agreement shall be from:

• January 1, 2025 through June 30, 2025.

All pricing submitted shall be valid for the entire duration of this agreement.

Section 4: Guardrail and Attenuators Installation/Replace/Repair Terms and Conditions

General Description

This project is a district wide guardrail repair and/or replacement project, with possible work in each of the counties located in and District 10 (Athens, Gallia, Hocking, Meigs, Monroe, Morgan, Noble, Vinton, and Washington). The main intent of this project is to repair and/or replace damaged guardrail, bridge rail, assemblies, etc. to attain a fully functional barrier system.

The location and estimated amount of rail to be replaced, at each location, shall be furnished to the district project coordinator(s) by the District 10 Highway Management Department. The contractor shall not perform any guardrail work until they receive authorization from the district project coordinator(s). This authorization shall be in the form of a "work order". The project coordinator(s) shall furnish to the contractor a completed and signed "work order", for each location, before the contractor may commence work.

Project coordinators for the duration of the contract, unless otherwise specified shall be:

https://www.transportation.ohio.gov/working/engineering/roadway/roadway

Brent Rossiter, Noble Transportation Manager Brent.Rossiter@dot.ohio.gov (p)740-568-4402, (c)525-9255 D-10 (Monroe, Morgan, Noble & Washington Counties)

Matt Day, Vinton Transportation Manager James.Day@dot.ohio.gov (p)740-568-4411, (c)701-4661 D-10 (Athens, Gallia, Hocking, Meigs & Vinton Counties)

The work order shall be completed within 30 days (unless a mutually agreed extension is determined) from the date that the contractor receives the work order. If there is uncompleted work or the contractor is in possession of unfulfilled work orders, the contractor shall actively pursue the completion of the work/work orders or be subject to the termination of the contract.

Public Safety

Before work begins, the contractor shall submit to the engineer the names and telephone numbers of persons who can be contacted 24 hours a day by the Ohio Department of Transportation and all interested law enforcement agencies. The contractor shall be responsible for placing or replacing traffic control devices necessary to maintain safety to the traveling public. No hazard shall be left without guardrail except for the minimum time necessary for removal, grading and reinstallation. The permanent guardrail shall be erected and the anchor assemblies shall be held rigidly in place at the ground surface prior to permanent attachment, in a manner acceptable to the engineer.

ODOT Roadway Plan Insert Sheets

Roadway plan insert sheets are to be incorporated into this parts and service, as directed by the engineer, when applicable for the maintenance of any Type 5 or MGS guardrail run.

Roadway plan insert sheets may be found at:

http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/roadway/Pa ges/RoadwayStandardsRoadwayPlanInserts.aspx

Underground Utilities

Extreme caution should be exercised in areas with underground water lines, drains, cables, sewers or other utilities. The contractor is fully responsible for all damage inflicted on utilities in the execution of this contract. Sections 105.07 and 107.16 of the department of transportation construction and materials specifications require, among other things, that the contractor cooperate with all utilities located within the limits of this construction project and take full responsibility for the protection of the utility property and services.

The contractor shall be responsible for contacting any utilities that may be affected by the work performed for this contract. The contractor shall notify the utilities sufficiently before work begins so that the companies can locate and mark the location of their facilities before any excavation or post driving begins. The contractor shall also locate and avoid underground drainage pipes not associated with a particular utility company.

If any conflicts occur the engineer shall determine whether the position of the guardrail can be adjusted to avoid the utility or if relocation of the utility will be required.

Section 5: GUARDRAIL mailto:Brent.Rossiter@dot.ohio.gov mailto:James.Day@dot.ohio.gov http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/roadway/Pages/RoadwayStandardsRoadwayPlanInserts.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/roadway/Pages/RoadwayStandardsRoadwayPlanInserts.aspx

Item 606 Guardrail Rebuilt

This item shall include all labor, materials, and equipment necessary to remove and replace damaged rail elements (only the rail is replaced) as directed by the engineer and in accordance with plan insert sheet gr-1.1 or standard drawing mgs-1.1. Furnish new rail elements, bolts, washers, and incidental hardware (including splice bolts) to complete the guardrail. Replacement of any damaged posts or blockouts will be paid for separately. Also, this item will be used to realign guardrail runs, as directed by the engineer. Payment shall be at the unit price bid.

ITEM 606, GUARDRAIL REBUILT, TYPE 5 (FT)

ITEM 606, GUARDRAIL REBUILT, TYPE MGS (FT)

Item 606 Guardrail (Complete Replacement)

These items shall include all work necessary to replace Sections of damaged or deteriorated guardrail with type specified on the work order as directed by the engineer.

These items shall include replacing guardrail, blockout(s), post(s) and associated hardware within the length designated for replacement.

It is the intent to match posts in the guardrail runs with like posts (that is wood post for wood and steel post for steel).

All materials shall be new. A quantity has been provided for the removal of the damaged guardrail. Payment shall be at the unit price bid.

ITEM 202, GUARDRAIL REMOVED (FT)

ITEM 606, GUARDRAIL, TYPE 5 (FT)

ITEM 606, GUARDRAIL, TYPE 5, USING 9 FOOT POSTS (FT)

ITEM 606, GUARDRAIL, TYPE 5A (FT)

ITEM 606, GUARDRAIL, TYPE MGS (FT)

ITEM 606, GUARDRAIL, BARRIER DESIGN, TYPE 5 (FT)

ITEM 606, GUARDRAIL, LONG-SPAN (FT)

Item 606 Replace Existing Guardrail Blockout (Remove and Replace)

This item shall include all labor, materials, and equipment necessary to remove and replace damaged blockouts as directed by the engineer and in accordance with plan insert sheet GR-2.1 or standard drawing MGS-2.1. Blockouts must be on the approved ODOT list.

ITEM 606, REPLACE EXISTING GUARDRAIL BLOCKOUT (EACH)

ITEM 606, REPLACE EXISTING GUARDRAIL BLOCKOUT, TYPE MGS (EACH)

Item 606 Guardrail Posts (Remove and Replace)

This item shall include all labor, materials, and equipment necessary to remove and replace damaged posts as directed by the engineer and in accordance with plan insert sheet GR-

1.1 or standard drawing MGS-1.1. Posts must be on the approved ODOT list. The contractor shall match posts in the guardrail runs with like posts (that is wood post for wood and steel post for steel).

ITEM 606, GUARDRAIL POST (EACH)

ITEM 606, GUARDRAIL POST, 9 FT (EACH)

ITEM 606, GUARDRAIL POST, STEEL (EACH)

Guardrail Post and Post Holes

All holes remaining after removal of guardrail posts or posts holes shall be filled with either granular material, excess material resulting from guardrail construction or excess material from berm reshaping. Fill material containing sod shall not be used. All fill Material shall be approved by the engineer. Material placed in holes shall be thoroughly compacted and leveled off as directed by the engineer. Payment for the above shall be included in the unit price bid for the applicable guardrail item.

Connection Between Existing and Proposed Guardrail

When it is necessary to splice proposed guardrail to Existing guardrail, only the existing guardrail shall be cut, drilled, or punched. The connection shall be made using a “w-beam rail splice” as shown in AASHTO M 180. Payment shall be included in the contract price for the Respective guardrail items and shall include any additional posts.

Location of Guardrail

The guardrail provided in this plan and detailed in the "work orders" shall be located in the field to assure that the installation will afford the maximum protection for traffic. The face of the guardrail should not be located closer than 4 feet to the edge of the traveled lane, while, maintaining the minimum barrier clearance. The following are the typical minimum clearances for guardrail:

Barrier Type Minimum Clearance Type

MGS 5' - 0"

Type 5 5’ - 6” Type 5a 3’ - 6” Type 5 barrier 5’ - 6” Type 5 w/tubular backup 2’ - 0”

The maximum slope in front of guardrail shall be 10:1. Embankment and/or reshaping berm shall be completed to meet this 10:1 maximum slope requirement. Anchor assemblies, except for type e, shall be flared, as directed by the engineer.

Item 606 Guardrail Misc.: Urgent Repair

In the event that a guardrail repair work order is designated "urgent repair" by the project coordinator, the contractor shall complete the work order within 72 hours after receipt of the work order. The intent of this item of work is to compensate the contractor for their cost to quickly respond to the urgent repair request within the 72 hours allotted.

The vendor will be paid for completing the work based on the standard rates for the type of repair/removal/replacement listed in their bid sheet. IN ADDITION, the “urgent repair” payment is additional compensation/payment for completing the work in the time described.

Section 6: ANCHOR ASSEMBLY

Item 606 Anchor Assemblies

These items shall include all equipment, material and labor necessary to replace any of the following anchor assemblies in accordance with their respective plan insert sheets (Type 5), standard drawings (Type MGS) or manufacturer's shop drawings, as directed by the engineer. A quantity has been provided for the removal of the damaged anchor assemblies.

ITEM 202, ANCHOR ASSEMBLY REMOVED (EACH)

ITEM 606, ANCHOR ASSEMBLY, TYPE A (EACH)

ITEM 606, ANCHOR ASSEMBLY, MGS TYPE A (EACH)

ITEM 606, ANCHOR ASSEMBLY, TYPE T (EACH)

ITEM 606, ANCHOR ASSEMBLY, MGS TYPE T (EACH)

Item 606 Anchor Assembly, Type B

This item shall consist of furnishing and installing any of the guardrail end terminals as listed on roadway engineering’s web page under roadside safety devices for approved guardrail end treatments. Installation shall be at the locations by the engineer, in accordance with the manufacturer’s specifications.

Refer to the manufacturer’s instructions regarding the installation of, and the grading around, the foundation tubes and ground strut. The top of any foundation tube should be less than 4 inches above the ground. The placement of the foundation tubes should be an appropriate depth below the level line in order to maintain the finished guardrail height of

27.75 inches from the edge of the shoulder.

On-site grading is required if the top of the foundation tubes or top of the ground strut does project more than 4 inches above the ground line. The face of the Type B impact head shall be covered with type g reflective sheeting, per CMS 730.19.

Payment for the above work shall be made at the unit price bid for item 606, Anchor Assembly, Type B, each, and shall include all labor, tools, equipment and materials necessary to construct a complete and functional anchor assembly system, including reflective sheeting and all related hardware, grading, embankment and excavation not separately specified, as required by the manufacturer.

Item 606 Anchor Assembly, Type E

This item shall consist of furnishing and installing any of the guardrail end terminals as listed on roadway engineering’s web page under roadside safety devices for approved guardrail end treatments. Installation shall be at the locations specified in the plans, in accordance with the manufacturer’s specifications.

The face of the Type E impact head shall be covered with a sheet of Type G reflective sheeting, per cms 730.19.

Refer to the manufacturer’s instructions regarding the installation of, and the grading around the foundation tubes and ground strut. The top of any foundation tube should be less than 4 inches above the ground. The placement of the foundation tubes should be an appropriate depth below the level line in order to maintain the finished guardrail height of

27.75 inches from the edge of the shoulder.

On-site grading is required if the top of the foundation tubes or top of the ground strut does project more than 4 inches above the ground line.

Payment for the above work shall be made at the unit price bid for Item 606, Anchor Assembly, Type E, each, and shall include all labor, tools, equipment, and materials necessary to construct a complete and functional anchor assembly system, including all related transitions, reflective sheeting, hardware, grading, embankment, and excavation not separately specified, as required by the manufacturer.

Item 606 Anchor Assembly Rebuilt, Type E

This item includes all work and equipment necessary to remove and replace all existing damaged components of the anchor assembly. Item shall include all labor, equipment, and materials necessary to replace existing damaged components of the assembly in accordance with ODOT approved manufacturers shop drawings.

This item includes the cost of all labor, equipment, and material to remove, replace and align damaged assembly. The intent of the item is to remove the existing damaged items and rebuild, to create a fully functional anchor assembly. Payment shall be at the unit bid price.

The intent of the below pay items is progressive damage to an end terminal. Pay items are

(1) all damage occurring only from post 1 to post 3, and (2) all damage occurring and extends beyond post 3. (i.e., the extruder head of the Type E has rolled up the rail to post 5, the department would pay for pay item (2) only, beyond post 3.) Damage in excess of what can be reasonably rebuilt will be remove and replace.

ITEM 606, ANCHOR ASSEMBLY REBUILT, TYPE E, POST 1-3 (EACH)

ITEM 606, ANCHOR ASSEMBLY REBUILT, MGS TYPE E, POST 1-3 (EACH)

ITEM 606, ANCHOR ASSEMBLY REBUILT, TYPE E, BEYOND POST 3 (EACH)

ITEM 606, ANCHOR ASSEMBLY REBUILT, MGS TYPE E, BEYOND POST 3

(EACH)

Item 606 Anchor Assembly Rebuilt, Type B

This item shall be used to rebuild a damaged anchor assembly, type b. The unit bid price for each item listed below shall include all labor, materials and equipment necessary including all related hardware not separately specified.

The intent of the items listed below is to remove the existing damaged items and rebuild, so as to create a fully functional anchor assembly, type b. The items listed below shall include all related hardware, (i.e.: bolts, nuts, washers, screws, etc.) Not separately specified.

Item 606 Anchor Assembly Rebuilt, Type A

This item includes all work and equipment necessary to remove and replace all existing damaged components of the anchor assembly, (36" concrete anchor not included). Item shall include all labor, equipment, and materials necessary to replace existing damaged components of the assembly in accordance with plan insert sheet gr-4.1 (36" concrete anchor not included). This item includes the cost of all labor, equipment, and material to remove, replace and align damaged assembly.

Item 606 Guardrail Misc.: 25 Foot Rail Element Section (Type A Anchor)

This item of work shall include all labor, equipment and material required to remove and replace the 25-foot rail element section of the type A anchor assembly. This item will be used to repair damaged anchor assemblies type a when the rail element is damaged, but the posts remain intact. This item shall also include the terminal connector section if required. Minor straightening or tamping of posts may be required to facilitate installation.

Section 7: BRIDGE TERMINAL ASSEMBLY

Item 606 Bridge Terminal Assemblies

These items shall include all labor, materials, and equipment necessary to construct the bridge terminal assembly in accordance with the most recent/revised and related standard drawing, and as directed by the engineer. It is the intent to match posts in the Bridge Terminal Assembly with like posts (that is, wood posts for wood and steel posts for steel).

A quantity has been provided for the removal of the damaged bridge terminal assembly.

Anchor Bolts

When removal of anchor bolts of damaged bridge terminal assemblies is necessary, the anchors shall be replaced with bolts extending through the bridge parapet, as directed by the engineer.

Section 8: IMPACT ATTENUATOR

Item 606 Impact Attenuator

These items shall include all labor, material, and equipment necessary to construct a complete impact attenuator in accordance with the most recent/revised shop drawings for the specific attenuator, as directed by the engineer. A quantity has been provided for the removal of the damaged impact attenuator.

Item 606 Impact Attenuator, Misc.: Rebuilt, Type 1 (Unidirectional or Bidirectional)

This item shall include all labor, equipment and materials required to remove all existing damaged components of the impact attenuator and reconstruct it as per manufacturer specifications. If the impact attenuator is damaged beyond salvage, remove and replace the entire impact attenuator. Refer to item 606 - impact attenuator, type 1 (unidirectional or bidirectional).

The intent of the items listed below is to remove the existing damaged items and rebuild, to create a fully functional impact attenuator, type 1 (unidirectional or bidirectional). All the components of the impact attenuator located between post #1 to Post #4 has been lumped into 1 item (excluding wood posts, wood blocks, foundation tubes and soil plates). All the components of the impact attenuator located between post #4 to post #6 have been lumped into 1 item (excluding wood posts, wood blocks, foundation tubes and soil plates). The items listed below shall include all related hardware, (ie: bolts, nuts, washers, screws, etc.) Not separately specified.

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (ALL

COMPONENTS POST #1 - #4, EXCLUDING POSTS, BLOCKS, SOIL PLATES

AND FOUNDATION TUBES)

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (ALL

COMPONENTS POST #4 - #6, EXCLUDING POSTS, BLOCKS, SOIL PLATES

AND FOUNDATION TUBES)

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (4'-6"

FOUNDATION TUBE)

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (1/4" x 18" x 24"

SOIL PLATE)

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (3'-6" WOOD

POST #1, 2, 3, 4, 5, 6 CAT)

ITEM 606 - IMPACT ATTENUATOR MISC.: REBUILT, TYPE 1 (WOOD BLOCK

1'-2" #1, 2, 3, 4, 5, 6 CAT)

Item 606 Impact Attenuator, Misc.: Rebuilt, Type 2 (Unidirectional or Bidirectional)

This item shall include all labor, equipment and materials required to remove all existing damaged components of the impact attenuator and reconstruct it as per manufacturer specifications. Refer to item 606 - impact attenuator, type 2 [unidirectional or bidirectional].

The intent of the items listed below is to remove the existing damaged items and rebuild, to create a fully functional impact attenuator, type 2 (unidirectional or bidirectional). The items listed below shall include all related hardware, (ie: bolts, nuts, Washers, screws, etc.) Not separately specified.

IMPACT ATTENUATOR MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE I)

IMPACT ATTENUATOR MISC.: REBUILT, TYPE 2 (CARTRIDGE TYPE II)

IMPACT ATTENUATOR MISC.: REBUILT, TYPE 2 (QUAD BEAM FENDER

PANEL)

IMPACT ATTENUATOR MISC.: REBUILT, TYPE 2 (BELT NOSE ASSEMBLY)

Section 9: MISCELLANEOUS

Item 517 Bridge Railing Rebuilt

The following items shall include all labor, materials, and equipment necessary to remove and replace all damaged components of all types of bridge railing listed below, in accordance with each corresponding standard construction drawings: TST-1-99, DBR-2-

73 & TBR-91.

ITEM 517 - RAILING (TWIN STEEL TUBE)

ITEM 517 - RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND

TYPE 1 STEEL POSTS AND ANCHOR BOLTS

ITEM 517 - RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND

TYPE 2 STEEL POSTS AND ANCHOR BOLTS

ITEM 517 - RAILING (THRIE BEAM RETROFIT)

Item 606 Special – Reshaping Berm

Berms and shoulders at locations where existing guardrail is removed or where new guardrail is to be built shall be reshaped as directed by the engineer to insure a smooth surface free of all irregularities. Also, some locations may require reshaping for satisfactory surface between the guardrail and the edge of pavement without any other items being performed or less disruptive items such as adjusting height, removing extra anchor assembly posts, etc. Excess material resulting from reshaping berms shall be used elsewhere for this item.

Item 606 Guardrail Misc.: Tubular Backup

This item shall be used to rebuild a damaged guardrail, Type 5 with tubular backup. The bid item listed below shall include all labor equipment and material (plus any associated items required and not listed separately, (i.e., Hardware, splices, concrete encasement, posts, etc.) As shown in the details on plan insert sheet GR-2.2. The tubular backup may be field cut and welded to match field radius requirements. Length may be varied to match field radius requirements. Shop drawings are not required for any tubular backup so modified. Field galvanizing of the tubular backup is permitted.

ITEM 626 Barrier Reflectors

This item shall include all labor, materials and equipment necessary to install barrier reflectors in accordance with ODOT’s CMS section 626, and as directed by the engineer.

Payment shall be made at the unit bid price for each barrier reflector installed (one way or bi-directional).

Section 10: MAINTENANCE OF TRAFFIC

Maintenance of Traffic

The vendor shall provide traffic control when/where requested. ODOT may utilize its own forces for traffic control when feasible. The ODOT will determine who is responsible for traffic control setup when services are requested.

All maintenance of traffic control requirements shall be followed, regardless of who sets up traffic control. Refer to OMUTCD.

ITEM 614, MAINTENANCE OF TRAFFIC

Traffic shall be maintained at all times in accordance with the provisions of item 614 of the specifications. Where all work activities are confined to the shoulder and no encroachment into the traveled lanes is necessary, the minimum traffic control shall be in accordance with figure 6h-3 of the Ohio manual of uniform traffic control devices.

When working on the narrow barrier median, traffic control shall be placed on both sides of the median and paid as two (2) of each appropriate pay items.

Any hazard during non-working hours shall be adequately protected with drums or barricades, or as directed by the engineer. Payment shall be at the unit bid price for only one traffic control set-up and traffic control removal at the same location. When any encroachment on the traveled lanes is necessary, the contractor shall place lane closures or use flagger control as appropriate, in accordance with the Ohio manual of uniform traffic control devices. Where multiple repair locations are in sufficiently close proximity that they can be included within one traffic control set-up, payment will be made for only one traffic control set-up for the repair of several areas except if the total amount of work exceeds that which can be practically accomplished during one normal day. Then payment will be made for additional setup on subsequent days. Locations of this type shall be determined by the engineer.

Section 11 MOBILIZATION

ITEM 624 Mobilization (Each)

The vendor shall be compensated for one mobilization per calendar day, per mobilization region (See pricing page Items 68 and 69) for the work completed.

i.e., If the vendor completes two work orders in one county(Item 68), and one work order in a second county(Item 68) on the same calendar day, the vendor will be compensated for one mobilization cost.

Section 12: Construction and Materials Specifications Handbook

Specifications as shown herein are incorporated into the ITB and made a part thereof are found in the Ohio Department of Transportation Construction and Materials Specifications (C&MS) current edition, and provisions of the current version of supplemental specification 800 which is in force at the time of the award.

To access current C&MS or Supplemental Specifications, follow the links below:

Construction and Material Specifications | Ohio Department of Transportation o For C&MS book

▪ Click on applicable version of ONLINE SPEC BOOK.

▪ Copies can be obtained by contacting the Office of Contracts.

• Contact information at link.

Pages - Proposal Notes, Supplemental Specifications, and Supplements

(state.oh.us) o For Supplemental Specifications

▪ Click on applicable version of Proposal Notes and Supplemental Specs, and

Supplements

▪ Scroll down and open 800

Section 13: Prevailing Wages

This contract is subject to Ohio Prevailing Wage Laws, Chapter 4115 of the Ohio Revised Code and the vender shall comply with all provisions contained therein. By signing this bid, the bidder guarantees that the prevailing wage scale to be paid to all labor employed on this contract shall be in accordance with the published schedule of the prevailing hourly wage and fringe benefits ascertained and determined by Ohio Bureau of Employment Services for the county in which the work is being performed. The following links will provide information on prevailing wage requirements, rates and laws.

Prevailing Wage Threshold Levels Link https://www.com.ohio.gov/documents/dico_prevailingwagethresholds.

pdf

Prevailing Wage Information about Ohio’s prevailing wage laws.

https://ohio.gov/wps/portal/gov/site/jobs/resources/prevailing-wage

Prevailing Wage on State Projects with NO Federal Aid(PN 060 – 04/20/2018) https://www.dot.state.oh.us/Divisions/ConstructionMgt/Specification%2 0Files/PN060_04202018_for_2023.pdf

Vendors must submit their Bid Responses electronically in OhioBuys before the published deadline date & time, Columbus, Ohio local time on the Proposal due date. Vendors will not be able to submit Bid Responses, or unsolicited Proposal amendments after the deadline.

https://www.transportation.ohio.gov/working/publications/spec-book https://www.dot.state.oh.us/Divisions/ConstructionMgt/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx https://www.dot.state.oh.us/Divisions/ConstructionMgt/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx https://www.com.ohio.gov/documents/dico_prevailingwagethresholds.pdf https://www.com.ohio.gov/documents/dico_prevailingwagethresholds.pdf https://ohio.gov/wps/portal/gov/site/jobs/resources/prevailing-wage https://www.dot.state.oh.us/Divisions/ConstructionMgt/Specification%20Files/PN060_04202018_for_2023.pdf https://www.dot.state.oh.us/Divisions/ConstructionMgt/Specification%20Files/PN060_04202018_for_2023.pdf

Vendors must allow adequate time for uploading a Bid Response prior to the due date and time.

ODOT recommends that vendors submit Bid Responses as early as possible. If a second round is issued for any reason, vendors must resubmit their bid if they had already submitted in a previous round, as the previously submitted Bid Responses do NOT carry over to the new round.

The Signature process takes place after the award now. The email will come from documents@esign.ohio.gov and will go to the signatory that was identified in the bid submission.

The subject line will be the bid # Signature Request, (example: 101G-25 Signature Request).

No contract can be issued to your company until we receive your signature to complete the process. And you must have an OAKS Payor ID before a contract can be issued. To obtain that, you will need to go into https://ohiopays.ohio.gov mailto:documents@esign.ohio.gov https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fohiopays.ohio.gov%2F&data=05%7C02%7CTodd.VanKirk%40dot.ohio.gov%7C1ac0731aa3fa4f066d5408dc7b4d0c36%7C50f8fcc494d84f0784eb36ed57c7c8a2%7C0%7C0%7C638520818049379076%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C0%7C%7C%7C&sdata=v8I%2Ba6H4M2smMVdNcvpoDrB2Dqsn4%2FJvMONLWyfwoxE%3D&reserved=0