Final_RFB_605_2700000074_1_SO_FORM.PDF

Document ID: RFB 605 2700000074 Page: 1

Commonwealth of Kentucky

SOLICITATION

Modification: No Version #:

TITLE: Bridge Maintenance & Repair - State Projects D 1-8 & 10-11

Date Issued:

08/19/2026 Record Date:

08/19/2026

Solicitation Closes Date:

09/11/2026 Time:

14:00

Solicitation No:

RFB 605 2700000074

Online Bidding Prohibited: No

For Information Call:

ALLAN COLDIRON

502-782-3981

Bid Receiving Location:

Bid Receiving

See Terms & Conditions for Bid Submission Instructions

Other KY

Vendor Customer Number:

Vendor Name:

Phone Number:

Fax Number:

Email Address:

Ordering

Address:

City, State, Zip:

Contact Name:

Contact Email:

Contact Phone Number:

Payment

Address:

City, State, Zip:

Contact Name:

Contact Email:

Contact Phone Number:

Ownership Type

__ Sole Proprietorship __ Partnership __ Corporation __ Other_________________________

SIGNATURE OF AUTHORIZED AGENT IS REQUIRED UNLESS RESPONSE

IS SUBMITTED ELECTRONICALLY. FAILURE TO SIGN SHALL RENDER

THE BID INVALID.

Signature X_________________________________________ FEIN#____________________ Date____________

All offers subject to all terms and conditions contained in this solicitation.

Document ID: RFB 605 2700000074 Page: 2

Line Items

Commodity Group: Default Commodity Group

Line CL Description Quantity UOM Unit Cost Line Total or Contract Amnt

1 Bridge Maintenance and Repairs

Comm Code Comm Description Manufacturer Model # Manuf Part #

91366 Maintenance and Repair, Bridges

Extended Description Bridge maintenance and repair work for Kentucky Highway Districts 1 - 8 & 10-11

There will be 1 master agreement awarded per district, for a total of 10 new master agreements.

See catalog for description of each line item.

Bidder must submit bid for all line items for bid within a selected KYTC District to be considered responsive. Bidder does not have to bid all districts.

***ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB.*** Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED.

*On this line, Bidders must enter $0.01 for price and zero (0) for delivery in the e-procurement system.* To do this, see attached document How to Respond to an Online Bid through the Kentucky Vendor Self Service site (updated).pdf.

*ALL actual BID PRICES and DELIVERY TIME must be entered on attached Bid Sheet and submitted as an attachment in the e-procurement system.* *Please enter contact person, phone number, and email address on the bid sheet.* Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct.

Shipping Information KYTC Division of Maintenance

200 Mero Street 3rd Floor Frankfort KY 40622

Billing Information KYTC Division of Maintenance

200 Mero Street 3rd Floor Frankfort KY 40622

Document ID: RFB 605 2700000074 Page: 3

Submission Checklist

The following items will be required to be submitted with bid:

Item Price

ELECTRONIC BID SUBMISSION

Bid responses shall be received by electronic submission in the eProcurement system.

Link: https://vss.ky.gov

An electronic bid shall be authorized by the proper agent of the firm by the act of submitting it electronically through the eProcurement system.

Bid information MUST be completed online. Response must contain all required information for the Solicitation.

All bidders MUST be registered in the Commonwealth eProcurement System via the Vendor Self Service System at https://vss.ky.gov

Allow 24 – 48 hours to complete Vendor Registration. Vendors must be logged in to their Vendor Self Service (VSS) account in order to submit a response. Registrations completed the day of bid closing must be completed by the Vendor in the VSS portal. The Customer Resource Center is not able to complete registrations and activate accounts on the same day. Closing dates will not be extended for Vendors not registered by the date/time of the bid closing. Vendor Self Registration Guides are provided at https://finance.ky.gov/eProcurement/Pages/doing-business-with-the-commonwealth.aspx

All bidders are cautioned to begin their electronic submission in sufficient time to complete before the closing date and time. Delays due to technical difficulties or document upload impediments shall not be justification for acceptance of a late bid or proposal. Vendor attention to this advisory is encouraged. If you need assistance, please contact the Customer Resource Center (CRC) by email at Finance.CRCGroup@ky.gov or phone 502-564-9641 or toll-free 877-973-HELP (4357).

BID PRICES SUBMITTED ON COMPANY QUOTE FORMS ARE DISCOURAGED. COMPANY TERMS AND

CONDITIONS AND/OR SALES AND USE AGREEMENTS OFTEN CONFLICT WITH STANDARD SOLICITATION

REQUIREMENTS AND MAY RESULT IN REJECTION OF BID OFFER.

Online bid responses must be in an “Accepted” status and shall be assigned a date and time stamp from the eProcurement system at the time of final acceptance and formal submission by the vendor. The system will not allow submission of an online response after the published date and time for closing.

An offer may be modified or withdrawn by electronic or written notice ONLY if received prior to the bid closing date and time. An electronic offer may be modified by applying the appropriate electronic signature and following the procedure in the state’s eProcurement signature.

PUBLIC BID READINGS

Any person wishing to hear a bid reading may call our conference line at 502-564-4495, Enter the Conference ID Code 240522126 and

Participant Code 228420, at 3:00 pm, Eastern Time on the bid closing date.

BID SUBMISSION CHECKLIST

The vendor MUST include the following with the bid submission. If the items below are not submitted with the bid, the Commonwealth MUST deem the bid non-responsive and SHALL NOT be considered for award.

_____ BID INFORMATION – COMPLETED (See Section 5.00)

_____ VENDOR BID SHEET (Attached)

All other items MUST be submitted prior to award however, vendors are strongly encouraged to include with bid submission.

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2700000074 Final Bridge Maintenance & Repair - State Projects D 1-8 & 10-11

Total Pages: 50 https://vss.ky.gov https://vss.ky.gov https://finance.ky.gov/eProcurement/Pages/doing-business-with-the-commonwealth.aspx https://finance.ky.gov/eProcurement/Pages/doing-business-with-the-commonwealth.aspx mailto:Finance.CRCGroup@ky.gov

_____ CERTIFICATE OF AUTHORITY – REGISTRATION WITH SECRETARY OF STATE BY FOREIGN

ENTITY (See Section 2.25)

_____ REQUIRED AFFIDAVIT(S) (See Attachments A, B, C, etc. as applicable)

_____ CERTIFICATE OF INSURANCE (See Section 1.101)

_____ OTHER REQUIRED DOCUMENTS

PLEASE READ THIS SOLICITATION AND ITS INSTRUCTIONS IN ITS ENTIRETY.

This is a Request for Bid (RFB).

Vendors shall comply with the terms and conditions stated in the solicitation.

Any efforts to negotiate these terms and conditions SHALL NOT be accepted and SHALL cause the bid to be deemed non-responsive.

Vendors should review and comply with the general bidding requirements listed under “Procurement Laws, Preference, Regulations and Policies” and “Response to Solicitation” located on the eProcurement Web page at https://finance.ky.gov/eProcurement/Pages/procurement-laws-regulations-and-policies.aspx and https://finance.ky.gov/eProcurement/Pages/doing-business-with-the-commonwealth.aspx respectively. The vendor must comply with all applicable statutes, regulations and policies related to this procurement.

Section 1 - Scope of Work - Service

1.00 - Specifications of Service Requirements

Prequalification of Bidders

All organizations and individuals bidding on this Master Agreement shall possess a Certificate of Eligibility as provided in regulations published by the Department according to KRS Section 176.140 and as stipulated in Section

102.01 of the Standard Specifications for Road and Bridge Construction, Current Edition. This certificate shall be for the work item E-1 (Bridges not more than 70 FT Clear span). Contrary to Section 102.02 of the manual, Division of Purchases will not consider a contractor’s capacity rating with regard to award of a Master Agreement.

Certain aspects of work may be subbed to another contractor if necessary. The contractor performing the work shall be prequalified for that work through the Kentucky Transportation Cabinet’s Division of Construction Procurement.

For example, joint work requires a contractor prequalified for I16 – Bridge Repair and overlays requires I17-Bridge Deck Repair.

This Certificate of Eligibility shall be obtained prior to the bid closing. Vendors that are not on the prequalified list on the date that the bid closes shall not be considered for award. Vendors must remain on the prequalification list throughout the life of the contract. Prequalification will be verified prior to renewal.

For information on the prequalified process please contact the Prequalification Branch Manager in the Division of Construction Procurement at 502-564-3500.

Except as provided herein, conform to all requirements of the Transportation Cabinet/Department of Highways’ Current Standard Specifications for Road and Bridge Construction. Section references are to the Standard Specifications.

https://transportation.ky.gov/Construction/Pages/Kentucky-Standard-Specifications.aspx

Submit Shop Drawings that are required by plans and specifications directly to the Division of Structural Design. If any changes in the design plans are proposed by the fabricator or supplier, submit those changes to the Department through the Contractor.

Dimensions are for a normal temperature of 60 degrees Fahrenheit. Layout dimensions are horizontal dimensions.

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Bevel all exposed concrete edges ¾”, unless otherwise noted.

Coordinate and cooperate with other vendors where required by the Department in order to complete the work.

Conform to the requirements of the Drawings, Standard Drawings and Sepias referenced in this document (or new standard drawings as they are issued as directed by the Engineer) or drawings and specifications supplied by the Engineer on a per project basis.

1.01-Agricultural Limestone

When required, furnish and apply Agricultural Limestone in accordance with Section 212.03.03 of the Standard Specifications.

Bid price for Agricultural Limestone is per ton. Unit prices for Agricultural Limestone includes furnishing and applying to the limits as shown in the plans or as determined by the Engineer for permanent erosion control.

Payment at the Contract unit price per ton shall be full compensation for all labor, materials, equipment, and incidentals to furnish and apply per requirements.

1.02-Armored Edge for Concrete

Supply and construct in accordance with Standard Drawing and the Standard Specifications.

BJE-001-14 – Neoprene Expansion Dams and Armored Edges

Bid price for Armored Edge for Concrete is per linear foot. Unit prices for Armored Edge for Concrete includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

Armored Edge for Concrete shall be bid and paid through the Master Agreement as follows:

Armored Edge for Concrete – inside joint replacement limits (price bid per linear foot includes armored edges on both sides of joint).

Armored Edge for Concrete – alone (price bid per linear foot is for single armored edge such as would be installed at end of jointless bridge).

1.03- Arrow Panel

Provide Arrow Panel meeting specifications of Section 112 of the Standard Specifications.

Bid price for Arrow Panel is each. The bid price per Arrow Panel includes installation, moving, removing, and maintaining signal as may be required for the duration of the project. Payment for the Arrow Panel shall be full compensation for all labor, materials, equipment, and incidentals to install, move, remove, maintain per each project requirements. The Department will not measure reserved flashing arrows for payment and shall consider them incidental to this item of work. Quantity paid shall be maximum number of Arrow Panels required on the project at one time. Extra payment is not made for moving Arrow Panels.

1.04-Bearing Lubrication

Bearing Lubrication materials and procedure shall conform to requirements in the Special Note for Bridge Cleaning and Preventative Maintenance.

Bid price for Bearing Lubrication is per each. Price bid for each Bearing Lubrication includes all cost to remove rust, power wash bearings, and apply lubricant as required to all surfaces of bearings in accordance with the Special Note for Bridge Cleaning and Preventative Maintenance. Payment at the Contract price bid per each Bearing Lubrication shall be full compensation for all labor, materials, equipment, and incidentals to clean and lubricate according per requirements. Bearing Lubrication shall be bid and paid through the Master Agreement at each location specified per specific project requirements.

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1.05-Bearing Replacement

Bearing Replacement includes fabricated steel bolsters and plates and a steel reinforced neoprene bearing pad from Standard Drawing BBP-001-12 or BBP-003-02, keeper plates, hot dip galvanizing, painting, and anchor bolts if required.

Bid price for Bearing Replacement is per each. Price bid for Bearing Replacement includes all cost to field measure, fabricate, and install Bearing Replacement as required per each project requirements.

Payment at the unit price bid per each Bearing Replacement shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install according to project specific requirements. Jacking and Supporting Bridge Spans shall be a separate bid item and is not to be included in the price bid for Bearing Replacement.

1.06-Blast Cleaning

Blast Cleaning shall be performed in accordance with project specific requirements and Section 606 of the Standard Specifications.

Blast Cleaning shall be performed to project specific limits and shall be bid per square yard.

Contract unit price bid per square yard for Blast Cleaning shall be full compensation for all labor, materials, equipment, and incidentals to perform Blast Cleaning in accordance with the Specifications and any project specific requirements to project specific limits.

1.07-Bridge Cleaning

Bridge Cleaning includes pressure washing, debris removal from bridge components like decks and pier caps, and cleaning drains. Requirements shall conform to requirements of the Special Note for Bridge Cleaning and Preventative Maintenance.

Bridge Cleaning shall be bid per square foot of surface cleaned. This may be vertical or horizontal surfaces. The unit price bid includes all costs to pressure wash, debris removal and disposal, and cleaning all drains located within the area specified to be cleaned. Payment at the contract unit price bid per square foot shall be full compensation for all labor, materials, equipment, and incidentals required to clean according to the requirements. Project specific requirements determine the areas to be cleaned.

1.08-Bridge Overlay Approach Pavement

Mill each approach 50’ to 100’ from the bridge end as Engineer directs and place new CL2 or CL4 surface as required per Engineer for road classification in accordance with The Special Note for Bridge Overlay Approach Pavement.

The department will measure Bridge Overlay Approach Pavement per square yard. Unit prices bid for Bridge Overlay Approach Pavement shall include all costs to mill, provide edge keys, place, and compact asphalt, and dispose of milled material away from the site. Payment at the Contract unit price per square yard shall be full compensation for all labor, materials, equipment, and incidentals needed to complete this work.

1.09-Class A Concrete

Class A concrete shall conform to the Standard Specifications.

Bid price for Class A concrete is per cubic yard. Unit prices for Class A concrete includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per cubic yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

Class A Concrete will be bid and paid through the Master Agreement as follows:

Class A Concrete - 0-3.0 yard pour

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Class A Concrete - 3.1-8.0 yard pour

Class A Concrete - 8.1 or more yard pour

1.10-Class AA Concrete

Class AA concrete (for bridge decks) shall conform to the Standard Specifications. Mastic Tape shall meet the requirements of ASTM C-877 type I, II, or III. It shall be either EZ-Wrap Rubber by Press-Seal Gasket Corporation, Seal Wrap by Mar Mac Manufacturing Co. Inc., or Cadilloc by the UP Rubber Co. Inc. or an approved equal. Deck pans must conform to the Standard Specifications. Air vents shall be 1” diameter plastic pipe where required.

Bid price for Class AA concrete is per cubic yard. Unit prices for Class AA concrete includes all cost to place to the dimensions specified per job. Placing stencils in accordance with Standard Drawing BGX-006-10 is incidental to unit price bid for Class AA Concrete as well. Stencils are per job requirements. Payment at the Contract unit price per cubic yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements. Mastic tape, deck pans and air vents are incidental to this item where required. Class AA Concrete will be bid and paid through the Master Agreement as follows:

Class AA Concrete -for 5" or less deck

Class AA Concrete - for 8" or more deck

1.11-Class B Concrete

Class B concrete shall conform to the Standard Specifications.

The Department will measure Class B concrete per cubic yard. Unit prices for Class B concrete includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per cubic yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements. Class B Concrete will be bid and paid through the Master Agreement as follows:

Class B Concrete - mass concrete for excavation refill

Class B Concrete for gravity retaining walls 0-5.0 ft exposed face

Class B Concrete for gravity retaining walls 5.1-8.0 ft exposed face

Class B Concrete for gravity retaining walls 8.1-12.0 ft exposed face

1.12-Concrete Barrier Wall Type 9t

Provide, transport and place concrete barrier wall Type 9T (temporary) in accordance with the specifications, project specific plans, and Standard Drawing RBM-115-10.

Provide and install Box Beam Stiffening PF Temporary Concrete Barrier in accordance with Standard Drawing RBM-120-02 when temporary concrete barrier is required next to bridge deck phase joint drop off or pavement drop off. Install in accordance with the standard drawings.

The department will measure Concrete Barrier wall Type 9T per linear foot. Unit prices for Concrete Barrier Wall Type 9T per linear foot shall be all costs to provide barrier, transport, install, and remove to the locations required per job. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements. Box Beam Stiffening PF temporary Concrete Barrier is incidental to the unit price paid for Concrete Barrier Wall Type 9T when it is required to be installed.

1.13-Concrete Class M Full Depth Patch – With Rigging

Remove unsound concrete and overlays as necessary to project specific limits. Install rigging as necessary to support handrails or prevent concrete from falling on traffic below structure. Conform to all requirements of Section

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606 of the Standard Specifications. Prepare surfaces as necessary. Provide Type V epoxy bonding agent meeting requirements of Section 826 of the Standard Specifications, as may be necessary to bond new concrete to existing.

Repair or replace steel reinforcement that may be damaged or corroded. The department will not measure material removal or reinforcement replacement and consider it incidental to Concrete Class M Full Depth Patch- with Rigging.

Bid price for Concrete Class M Full Depth Patch – With Rigging is per cubic yard. Unit price bid for Concrete Class M Full Depth Patch – with Rigging includes all labor, materials, equipment, and incidentals to remove unsound concrete, prepare surfaces, apply bonding agents, install rigging, replace or repair steel reinforcement, and dispose of removed materials off site.

1.14-Concrete Class M Full Depth Patch – Without Rigging

Remove unsound concrete and overlays as necessary to project specific limits. Conform to all requirements of Section 606 of the Standard Specifications. Prepare surfaces as necessary. Provide Type V epoxy bonding agent meeting requirements of Section 826 of the Standard Specifications, as may be necessary to bond new concrete to existing. Repair or replace steel reinforcement that may be damaged or corroded. The department will not measure material removal or reinforcement replacement and consider it incidental to Concrete Class M Full Depth Patch without Rigging.

Bid price for Concrete Class M Full Depth Patch – Without Rigging is per cubic yard. Unit price bid for Concrete Class M Full Depth Patch – without Rigging includes all labor, materials, equipment, and incidentals to remove unsound concrete, prepare surfaces, apply bonding agents, replace or repair steel reinforcement, and dispose of removed materials off site.

1.15-Concrete Coatings

Concrete coating will be in accordance with the attached Special Note for Concrete Sealing and the Standard Specifications.

Bid price for Concrete coating is per square foot. Unit prices for Concrete coating includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per square foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

1.16-Concrete Overlay- Latex

Concrete Overlay- Latex to conform to requirements of Section 606 of the Standard Specifications.

00-10 CY

10-25 CY

25+ CY

Bid price for Concrete Overlay-Latex is per cubic yard. The department will measure the quantity in cubic yards using the theoretical volume as specified per each project. Payment at the contract unit price is full compensation for all labor, equipment, materials, and incidentals required to furnish and place per the specifications and project specific requirements.

1.17-Concrete Patching Repair

Where concrete patching is indicated in the plans or as required by the Engineer. Use a saw to cut patch boundaries to 1 inch deep maximum. Use pneumatic hammers and chisels, not exceeding 20 lbs, for removal. Remove all unsound material while protecting sound material and existing steel reinforcement.

Rout all cracks and cavities. Chip all patch boundaries to form a sound, mechanical shoulder. The patch depth at any point shall extend at least 2 inches behind existing steel reinforcement. Supplement all damaged or corroded steel

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2700000074 Final Bridge Maintenance & Repair - State Projects D 1-8 reinforcement as required. Clean all steel rebars by sand blasting or other mechanical means to remove any loose debris and rust. Steel shall preferably have a bright metal finish.

Blast clean all surfaces to remove dust and loose material with compressed air or wipe down with a solvent.

Compressed air must be free from oil and water. Use a stiff bristled brush to apply zinc rich primer or a cold galvanizing material to the exposed steel. Refer to manufacturers recommendations for coverage and thickness. Allow to dry according to manufacturers recommendations. Provide cover during drying in case of possible exposure to water, dust, or other foreign materials. Apply epoxy bond coat as required by the Standard Specifications. Form to original dimensions or dimensions required by the plans (if different from original).

Place Class “M1” Concrete and cure as required by the specifications.

Bid price for Concrete Patching Repair is per square foot. Unit prices for Concrete Patching Repair includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per square yard shall be full compensation for all labor, equipment, materials, reinforcing steel as necessary, and incidentals for surface preparation, forming, patch material, etc. to repair concrete areas by the method described herein this note to the areas as specified in the plans or as specified by the Engineer in the field.

Price includes all concrete removal, preparation and patching.

Special Access equipment such as man-lifts, snoopers, or catwalks may be required to gain access to some areas that may be required to be patched. Ladders and 2 tiers or less of scaffolding shall not be counted as special access equipment. Concrete Patching shall be bid as the following:

Concrete Patching Repair – 0 to 200 sqft w/special access equipment

Concrete Patching Repair – 0 to 200 sqft w/o special access equipment

Concrete Patching Repair – 200 sqft or more w/special access equipment

Concrete Patching Repair – 200 sqft or more w/o special access equipment

1.18-Concrete Sealing

Concrete sealing will be in accordance with the attached Special Note for Concrete Sealing and the Standard Specifications.

Bid price for Concrete Sealing is per square foot. Unit prices for Concrete Sealing includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per square foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

Bid price includes any required preparation and installation.

1.19-Cyclopean Stone Rip Rap – No Overhead Obstruction

Prepare the site, furnish, and install Cyclopean Stone Rip-Rap in accordance with Section 703.03.1 of the Standard Specifications.

Bid price for Cyclopean Stone Rip-Rap is per ton. Unit prices for Cyclopean Stone Rip-Rap includes preparation, furnishing, and installing to the limits as shown in the plans or as determined by the Engineer. No overhead obstructions present to limit equipment used to place Rip-Rap. Payment at the Contract unit price per ton shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

1.20-Cyclopean Stone Rip Rap – with Overhead Obstruction

Prepare the site, furnish, and install Cyclopean Stone Rip-Rap in accordance with Section 703.03.1 of the Standard Specifications. May require hand placement.

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Bid price for Cyclopean Stone Rip-Rap is per ton. Unit prices for Cyclopean Stone Rip-Rap includes preparation, furnishing, and installing to the limits shown in the plans or as determined by the Engineer.

Overhead obstructions such as bridge superstructures may require placement of Rip-Rap by hand or smaller equipment. Payment at the Contract unit price per ton shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

1.21-Deck Drain Retrofit

Install Deck Drain Retrofit in accordance with the Special Notes for Deck Drain Retrofit. Deck Drain Retrofit to be fabricated to dimensions and installed at locations that will be project specific.

Bid price for Deck Drain Retrofit shall be per each. Fabricate from ¼” thick poly-methyl methacrylate or Plexiglass®. Use Galvanized Anchors. Clean drains if necessary. Price bid per each Deck Drain Retrofit includes all costs to procure and install retrofit and clean drain where necessary. Payment at the contract unit price bid for each Deck Drain Retrofit shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install per requirements.

1.22-Eliminate Transverse Joint

Eliminate Transverse Joints in bridge decks in accordance with The Special Note for Eliminating Transverse Joints on Bridges and the Standard Specifications. Locations to be project specific.

Bid price for Eliminate Transverse Joint is per linear foot of joint removed. Remove existing transverse joints, concrete to limits required on each side of the joint, and joint filler. Clean and leave all existing reinforcement in place. Damaged steel reinforcement shall be repaired or replaced as directed by the Engineer at no additional cost.

Dispose of all removed material away from the job site. Payment at the contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to Eliminate Transverse Joints in Bridge Decks at project specific locations.

1.23- Erosion Control Blanket

Prepare the soil, furnish, and install Erosion Control Blanket in accordance with Section 212.03.03 and 805.13 of the Standard Specifications.

Bid price for Erosion Control Blanket is per square yard. Unit prices for Erosion Control Blanket includes soil preparation, furnishing, and installing to the limits as shown in the plans or as determined by the Engineer for erosion control. Payment at the Contract unit price per square yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install per requirements.

1.24-Expansion Joint Replacement 2 ½ In

Expansion Joint Replacement 2 ½ In to conform to the requirements of The Special Note for Replacing Expansion Dams and/or Installing Armored Edges for Concrete Bridges as well as the current edition of Standard Drawings BJE-001, BJE-003, and BJE-005.

Bid price for Expansion Joint Replacement 2 ½ In is per linear foot measured between faces of barrier. Extensions of the joint into the barrier are considered incidental to the joint. The unit price bid for Expansion Joint Replacement 2 ½ In include concrete removal to limits shown in the standard drawings or project specific requirements, disposal of concrete, blast clean concrete surfaces and reinforcement, repair or replace damaged steel reinforcement, clean all existing reinforcement, joint sealing material, form and place new Class M concrete to match grade of overlay or original grade as may be necessary. Payment at the contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install per project specific requirements, special note, and standard drawings. Armored edge shall be paid separately under the Armored Edge – Inside Joint Replacement Limits item.

1.25-Expansion Joint Replacement 4in

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Expansion Joint Replacement 4 In to conform to the requirements of The Special Note for Replacing Expansion

Dams and/or Installing Armored Edges for Concrete Bridges as well as the current edition of Standard Drawings BJE-001, BJE-003, and BJE-006.

Bid price for Expansion Joint Replacement 4 In is per linear foot measured between faces of barrier. Extensions of the joint into the barrier are considered incidental to the joint. The unit price bid for Expansion Joint Replacement 4 In include concrete removal to limits shown in the standard drawings or project specific requirements, disposal of concrete, blast clean concrete surfaces and reinforcement, repair or replace damaged steel reinforcement, clean all existing reinforcement, joint sealing material, form and place new Class M concrete to match grade of overlay or original grade as may be necessary. Payment at the contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install per project specific requirements, special note, and standard drawings. Armored edge shall be paid separately under the Armored Edge – Inside Joint Replacement Limits item.

1.26-Epoxy Sand Slurry

Epoxy Sand Slurry to meet the requirements of Section 606 of the Standard Specifications.

Bid price for Epoxy Sand Slurry is per square yard. Unit prices for Epoxy Sand Slurry includes furnishing all materials, mixing, and applying Epoxy Sand Slurry to project specific limits in accordance with all requirements of Section 606. Payment at the Contract unit price per square yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

1.27-Foundation Prep

Any foundation preparation needed for subject bridge, which may include, but not limited to: site assessment & planning, clearing & grubbing, & base preparation. All foundation preparation requires adherence to KYTC specifications.

Bid price for Foundation Preparation shall be per square yard.

1.28- Geotextile Fabric - Geotextile Fabric for Slope Protection, Channel Lining, and Stabilization

Provide all labor, equipment and materials to furnish and install approved Geotextile Fabrics in accordance with the Standard Specifications per job as directed by the Engineer.

1.29- Geotextile Fabric – Geotextile Fabric for Subsurface Drainage and Separation

Provide all labor, equipment and materials to furnish and install approved Geotextile Fabrics in accordance with the Standard Specifications per job as directed by the Engineer.

1.30- Geotextile Fabric – High Strength Fabric

Supply High Strength Geotextile Fabric as indicated in the chart except that it shall have a minimum ultimate strength of 1350 lb/ft and a minimum strength at 2% strain of 380 lb/ft when tested by ASTM D 4595. Ensure that each roll is labeled with the Manufacturer’s name, product type, lot number, roll number, manufactured date, and roll dimension. Protect the fabric and grid from direct sunlight, UV rays, and temperatures greater than 120 deg. F, mud, dirt, and debris during all periods of shipment and storage.

High Strength Geotextile Fabric Property Minimum Value* Test Method Grab Strength (lbs) 500 ASTM D 4632 Elongation (%) 15 ASTM D 4632 Sewn Seam Strength** (lbs) 500 ASTM D 4632 Puncture Strength (lbs) 1250 ASTM D 6241 Trapezoidal Tear (lbs) 180 ASTM D 4533 Apparent Opening Size U.S. U.S. #30 ASTM D 4751

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Std. Seive Permittivity (1/S) 0.15 ASTM D 4491 Ultraviolet Degradation at 150 hours

70% strength retained for all classes

ASTM D 4355

*Minimum. Use value in weaker principal direction. All numerical values represent minimum average roll value (i.e., test results from any sampled roll.

**Values apply to both field and manufactured seams.

Provide all labor, equipment and materials to furnish and install approved Geotextile Fabrics in accordance with the Standard Specifications per job as directed by the Engineer.

Bid price for Geotextile Fabric Type (various types) is per square yard. Unit prices for Geotextile Fabric. Includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per square yard shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

1.31 - Initial Fertilizer

Furnish and apply Initial Fertilizer in accordance with Section 212.03.03 of the Standard Specifications.

Bid price for Initial Fertilizer is per ton. Unit prices for Initial Fertilizer includes furnishing and applying to the limits as shown in the plans or as determined by the Engineer for permanent erosion control.

Payment at the Contract unit price per ton shall be full compensation for all labor, materials, equipment, and incidentals to furnish and apply per requirements.

1.32-Install Temporary Crash Cushion

Furnish and install temporary crash cushion systems of the project specific designated type and configuration at the locations required per specific project requirements. Install Temporary Crash Cushion in accordance with Standard Drawings and the crash cushion manufacturers’ requirements. Stock materials necessary to maintain and repair crash cushion after damage occurs. Crash Cushion must be repaired after damage within 24 hours. Crash Cushions must meet requirements and specifications of Section 725 of the Standard Specifications.

The unit price bid each for Install Temporary Crash Cushion shall be full compensation for all costs to furnish, install, maintain, and remove Temporary Crash Cushion at project specific locations.

1.33-Jack and Support Bridge Span

Perform all work in accordance with the Kentucky Transportation Cabinet, Department of Highway’s 2019 Standard Specifications for Road and Bridge Construction and applicable Supplemental Specifications, & the Standard Drawings. This item shall only be applicable to instances where the vendor is jacking from existing substructures with no additional work besides jacking and temporary supporting.

This work consists of the following: (1) Furnish all labor, materials, tools, and equipment; (2) Jack the subject portion of the bridge and provide temporary supports for the duration of the remaining work; (3) Remove jacking and temporary supports when no longer required

Bid price shall be lump sum.

1.34-Joint Sealing

Conform to Section 606 of the Standard Specifications and any project specific requirements. Tools, techniques, and materials to be approved by the Engineer.

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The unit price bid per linear foot for joint sealing shall be full compensation for all labor, materials, equipment, and incidentals necessary to remove old filler, clean joints, and install new joint filler at project specific locations and in accordance with all specifications, manufacturer requirements, and any project specific requirements that may apply.

1.35-Lane Closure Shift for Two-Lane Highway

Set up and install lane closure using traffic signals in accordance with Standard Drawing TTC-100-05.

Bid price for TTC-100-05 shall be lump sum. The Lump Sum price bid for TTC-100-05 Lane Closure Shift for Two-Lane Highway shall include all required items shown on Standard Drawing TTC-100-05 including temporary striping, temporary signs, lane closure, channelizing devices, arrow panel, and all labor, materials, equipment, and incidentals necessary to set up and maintain as required by the standard drawing.

1.36-Lane Closure for Multi-Lane Highway

Set up and install lane closure using traffic signals in accordance with Standard Drawing TTC-115-04 (Lane Closure Muli-Lane Highway Case I) or TTC-120-04 (Lane Closure Multi-Lane Highway Case II)

Bid price for TTC-115-04 or TTC-120-04 shall be lump sum. The Lump Sum price bid for TTC-115-04 or TTC-120-04 shall include all required items shown on Standard Drawing TTC-115-04 or TTC-120-04 including temporary striping, temporary signs, lane closure, channelizing devices, arrow panel, and all labor, materials, equipment, and incidentals necessary to set up and maintain as required by the standard drawing.

1.37-Machine Prep of Slab (No Existing Overlay)

Use mechanical scarifiers or grinders designed specifically for scarifying bridge decks that the Engineer approves.

Treat the entire deck area between the curbs and the ends of the structure in accordance with Section 606 of the Standard Specifications. Remove concrete to at least ¼ inch below the existing surface.

The unit price bid per square yard for Machine Prep of Slab shall be full compensation for all labor, equipment, materials and incidentals to perform Machine Prep of Slab to project specific limits and in accordance with the Specifications.

1.38-Partial Depth Patching

Perform Partial Depth Patching in accordance with Section 606 of the Standard Specifications. Remove unsound concrete with approval of the Engineer.

The unit price bid per cubic yard of Partial Depth Patching shall be full compensation for all labor, materials, equipment, and incidentals necessary to perform Partial Depth Patching in accordance with the Standard Specifications to project specific limits. Payment for Partial Depth Patching and variable thickness overlays is determined by the method described in Section 606.04.07 of the standard specifications.

1.39-Pavement Striping – Temporary Removable Tape-Black

Provide Pavement Striping – Temporary Removable Tape – Black in accordance with Section 112 of the Standard Specifications at specific project locations.

The unit price bid per linear foot of Pavement Striping – Temporary Removable Tape – Black shall include all costs to furnish, install, and remove to project specific limits.

1.40-Pavement Striping – Permanent Paint – 4 In

Provide Pavement Striping – Permanent Paint – 4 In in accordance with Section 713 of the Standard Specifications at project specific locations.

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The unit price bid per linear foot of Pavement Striping – Permanent Paint – 4 In shall include all costs to furnish and apply to project specific locations and limits. The colors required may be white or yellow with the same price paid for both colors.

1.41-Pavement Striping – Temporary Removable Tape-White

Provide Pavement Striping – Temporary Removable Tape – White in accordance with Section 112 of the Standard Specifications at specific project locations.

The unit price bid per linear foot of Pavement Striping – Temporary Removable Tape – White shall include all costs to furnish, install, and remove to project specific limits.

1.42-Pavement Striping – Temporary Removable Tape-Yellow

Provide Pavement Striping – Temporary Removable Tape – Yellow in accordance with Section 112 of the Standard Specifications at specific project locations.

The unit price bid per linear foot of Pavement Striping – Temporary Removable Tape – Yellow shall include all costs to furnish, install, and remove to project specific limits.

1.43-Pile Points – 12 in

Provide pile points in accordance with the Standard Specifications. Each installed pile point must be capable of seating a pile in a sloping rockline or boulder busting.

Bid price for Pile Points – 12 in is per each. Unit prices for Pile Points – 12 in includes all cost to place to the dimensions specified per job. Payment at the Contract unit price per each shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install Pile Points – 12 in to specified length per requirements.

1.44-Portable Changeable Message Sign

Provide portable changeable message signs meeting specifications of: Special Note 1I Portable Changeable message Signs. Locate according to project specific required locations.

Bid price for Portable Changeable Message Sign is per each. Unit prices bid for Portable Changeable Message Sign includes all costs to place at locations specified per job. Payment at the Contract unit price per each shall be full compensation for all labor, materials, equipment, and incidentals to furnish and install Portable Changeable Message Signs at required locations for the entire time period required per job.

1.45-Predrilling for Pile Installation

Where pre-drilling is necessary for pile installation, holes shall be drilled through the overburden to solid rock and into bedrock as required by the Engineer. Backfill the holes with sand or pea gravel after the pile is placed in the hole. A temporary casing might be required to prevent collapse of the hole. If used, remove the casing as the hole is being backfilled. Drive piles to refusal after backfilling operations are complete.

Bid price for Predrilled Piling – Common is per linear foot. Unit prices for Predrilled Piling – Common includes the cost of all materials, labor and equipment needed to pre-drill, backfill the holes and drive the piles to practical refusal. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals required for Predrilled Piling - Common as directed by the Engineer.

1.46 Predrilled Piling – Solid Rock

Bid price for Predrilled Piling – Solid Rock is per linear foot. Unit prices for Predrilled Piling – Solid Rock includes the cost of all materials, labor and equipment needed to pre-drill, backfill the holes and drive the piles to practical refusal. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals required for Predrilled Piling – Solid Rock as directed by the Engineer.

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1.47- Prestressed Box Beam

Prestressed Box Beams shall conform to the requirements of the following standard drawings:

BBP-002-04 – Bearing Details

BBP-003-02 – Elastomeric Bearing Pads For Box Beams

BDP-001-06 - Box Beam General Notes and References

BDP-002-03 – Box Beam Bearing Details

BDP-003-03 – Box Beam Miscellaneous Details

BDP-004-04 Box Beam Tension Rod Details

BDP-006-05 Box Beam B12 and CB12 Details

BDP-007-05 Box Beam B17 and CB17

BDP-008-04 – Box Beam B21 & CB21 Details

BDP-009-04 – Box Beam B27 & CB27 Details

BDP-010-04 – Box Beam B33 & CB33 Details

BDP-011-04- Box Beam B42 Details

BDP-012-04- Box Beam CB42 Details

The Department will measure Prestressed Box Beams per linear foot. Unit prices shall include beams, fabrication, tension rods, leveling beams, grout, sponge rubber, bearing pads, transportation, and setting beams in place.

Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place Prestressed Box Beam per requirements.

1.48- Railing System Side Mounted MGS

Railing System Side Mounted MGS shall include all items and installation of all items as shown on the standard drawing: BHS-011 Railing System Side Mounted MGS Details

The Department will measure Railing System Side Mounted MGS per Linear Foot. Unit prices shall include all items and installation of all items as shown on the Standard Drawing. Payment at the Contract unit price per Linear Foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements. Pay Limits are from end post to end post on the bridge.

1.49- Railing System T631

Railing System T631 shall include all items as shown on the standard Drawing:

BHS-012 Railing System Type T631 Details

The Department will measure Railing System Type T631 per Linear Foot. Unit prices shall include all items as shown on the Standard Drawing. Payment at the Contract unit price per Linear Foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place per requirements.

Pay Limits are from end post to end post on the bridge.

1.50- Railing System Type 2

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Railing System Type 2 shall include all items and installation of all items as shown on the following Standard Drawing:

BDP-005-06 – Railing System Type II

The Department will measure Railing System Type 2 per Linear Foot. Unit prices shall include all items and installation of all items as shown on the Standard Drawing. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place Railing System Type 2 per requirements. Pay Limits are from end post to end post on the bridge.

1.51- Railing System 36 INCH Single Slope

Railing System 36 INCH Single Slope shall include all items and installation of all items as shown on the following standard drawing:

BHS-009- Railing System 36 INCH Single Slope

The Department will measure Railing System 36 INCH Single Slope per Linear Foot. Unit prices shall include all items and installation of all items as shown on the Standard Drawing. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place Railing System 36 INCH Single Slope per requirements.

1.52- Railing System 40 INCH Single Slope

Railing System 40 INCH Single Slope shall include all items and installation of all items as shown on the following standard drawing:

BHS-010- Railing System 40 INCH Single Slope

The Department will measure Railing System 40 INCH Single Slope per Linear Foot. Unit prices shall include all items and installation of all items as shown on the Standard Drawing. Payment at the Contract unit price per linear foot shall be full compensation for all labor, materials, equipment, and incidentals to furnish and place Railing System 40 INCH Single Slope per requirements.

1.53-Relocate Crash Cushion

Relocate Crash Cushion shall meet requirements of Section 725 of the Standard Specifications.

The unit price bid each for Relocate Crash Cushion shall be full compensation for all labor, materials, equipment, and incidentals to remove and reinstall crash cushion within project limits.

1.54-Relocate Temporary Concrete Barrier

Relocate Temporary Concrete Barrier as required per specific job requirements. Disconnect, move, and reconnect each barrier. Payment shall be measured by the nominal length of each barrier multiplied by the number of barriers relocated. Payment is not made for barriers required to be moved for normal temporary concrete barrier maintenance during the project.

Bid price per linear foot of Relocate Temporary Concrete Barrier shall be full compensation for all labor, materials, and equipment required to move Temporary Concrete Barrier within…