Exhibit 1 (Technical Specifications)~6.docx

EXHIBIT 1

TECHNICAL SPECIFICATIONS

ESB Crack Seal 2024 US26

Start Date: No Earlier then April 15th 2024 When pavement temperatures are between 40° and raising but no higher than 130°.

Final Completion Date: October 31, 2024

Scope - This project consists of supplying all labor, material, and equipment, for repairing and resealing cracks in pavements in District 14 according to the Oregon Standard Specifications for Construction 2024 and modifications listed in these contract documents.

ODOT will provide the crack sealing material for the Contractor’s use.

Due to high fire danger, extra precaution needs to be made. Keep fire extinguishing tools, and water within the project limits. Keep all equipment on the roadway prism and do not track onto roadside vegetation.

General - The Contractor shall always have a responsible party on the job while work is in progress, capable and with authority to make job-site decision as an official Contractor's representative. The Contractor shall provide the contact person with a summarization of activities and work performed daily. The Contractor shall mark the quantity of cracks completed in spray paint on the shoulder in half mile sections for verification purposes prior to the end of each day.

Contractor shall carry on the work and adhere to the contract schedule during all disputes or disagreements with the State. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as specifically permitted by the specifications or as Contractor and State may otherwise agree in writing.

The Contractor must follow the manufacture recommendation for applying the products. The pavement temperature must be 40° and raising for the minimal and the district recommends no crack sealing when the pavement temperature exceeds 130°.

Contractor shall meet with the State Contact Person for a pre-work conference at a time mutually agreed upon. Work shall commence within five working days of this meeting, providing the Notice to Proceed has been issued. A pre-bid conference will not be required. Bidders are solely responsible for inspecting the sites prior to bidding. In no event shall failure to inspect the site constitute grounds for charges to the State in excess of the bid price.

ESTIMATE OF QUANTITIES: Quantities indicated in Bid Form are intended to serve only as a guide to Bidders and are not to be construed as a guarantee. All quantities are estimated and are for Bid purposes only. ODOT reserves the right to adjust (add or delete) quantities as needed. Payment will be made based on actual, quantities installed.

2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION: The 2024 Oregon Standard Specifications for Construction (“Standard Specifications”) include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the Project Specifications may be identified and modified in the Specifications & Special Provisions. Sections of the Project Specifications not identified in the Specifications & Special Provisions remain applicable to the Contract according to their original terms.

Section 00160 - Source of Materials 00160.00 Definitions - The following definitions apply to Section 00160:

(b) Mandatory Materials - Agency-furnished Materials, use of which by the Contractor is required.

00160.10 Ordering, Producing, and Furnishing Materials – The agency has on-hand for incorporation into the project Crafco Road saver 221 Crack Sealer. The contractor will need to contact Brad Burge to schedule a time to pick up materials.

shane.a.giffin@odot.state.or.us 541.620.1134

(a) Contractor's Duties - In delivering and picking up materials, the Contractor shall consider the following:

• Kind of work involved

• Amount of work involved

• Time required to obtain Materials and

• Other relevant factors

00160.30 Agency-Furnished Materials - Unless otherwise specified in the Special Provisions, Materials listed as Agency-furnished will be available to the Contractor free of charge.

The Contractor shall be responsible for all Materials furnished by the Agency. The Contractor shall replace at its expense Agency-furnished Materials lost or damaged due to any cause. The contractor shall schedule a time to pick up materials with the contact person specified. All costs of handling, hauling, unloading, and placing Agency-furnished Material shall be considered included in the price paid for the Pay Item involving such Material. All Agency-furnished Materials not incorporated into the Work shall remain the property of the Agency.

Section 00180 – Prosecution and Progress Comply with Section 00180 - Add the following paragraph to subsection 00180.50 of the Standard Specification:

00180.50(h) Contract Time – The Contractor shall start work no earlier than April 15, 2024 and complete all work to be done under the contract no later than October 31, 2024.

Section 00221 – Common Provisions for work zone Traffic Control Description

00221.00 Scope - This Work consists of providing temporary traffic control measures (TCM) and furnishing, installing, moving, operating, maintaining, inspecting, and removing traffic control devices (TCD) throughout the Project area according to the Standard Drawings, the traffic control plan (TCP) for the Project, these Specifications, or as directed.

00221.01: For this contract, replace 00221.00 with the ODOT “Oregon Temporary Traffic Control Handbook for…”

ADD THE FOLLOWING PARAGRAPHS:

Traffic control for this contract shall be performed by the contractor. Work zones will be set up to meet Freight Mobility standards.

The traffic control shall be able to accommodate all loads, including oversize loads. Work equipment and traffic control devices must be able to be moved quickly to enable a load that approaches the work zone unannounced to be waved through. Waved through means that for width, length or weight the work equipment and traffic control devices can be moved (and there is an understanding that it would be) if a permitted vehicle comes to the work zone the contractor shall provide the required clear distance. This may result in a slight delay to the oversize load or the traffic behind the load. It is okay to have a slight delay up to 20 minutes if the load can get through the work zone.

Measurement

00221.88 Measurement B no measurement of quantities will be made.

Payment

00221.98 Payment Method “B” Lump Sum Basis

Section 00746 - Crack Sealing Flexible Pavements

Comply with Section 00746 of the Standard Specifications modified as follows:

Description

00746.00 Scope – Replace paragraph with:

Work under this contract consists of supplying all labor, placement of ODOT material, and equipment for repairing pavement sections with the following:

Crack Sealing asphalt sections with cracks less than 1.5 inches in width (with agency provided material)

Crew size will be the contractor’s option, but the crew must be able to prepare and seal approximately 10,000 linear feet per 10-hour shift.

Materials

00746.10 Sealants – ODOT will provide Creak Sealing material for the Contractor use. All other sealant materials for crack repair of flexible pavements must be approved by the Engineer. Contractor will need to provide the origin, composition and manufacturer of materials that are to be used. Hot poured sealants of the type intended for use in sealing cracks in asphalt concrete pavement that meet the requirements of 02440.30.

Equipment

00746.20 Equipment - Replace paragraph with:

Use proper sealing equipment for the specific material listed according to the manufacturer's recommendations. The equipment for sealing compounds shall be a melting kettle of the double boiler, indirect heating type, using oil as a heat-transfer medium. The kettle shall be an effective, mechanically operated agitator equipped with a positive, thermostatic temperature control. All equipment and installation procedures are subject to prior approval of the ODOT District Manager or contact person.

Construction

00746.40 add the following: General -Contractor shall carry on the work and adhere to the contract schedule during all disputes or disagreements with the State. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as specifically permitted by the specifications or as Contractor and State may otherwise agree in writing.

00746.41 Mixing and Heating - Follow the manufacturer's recommendations for application. Mix and heat the sealant to a minimum temperature of 280 °F. Do not heat the material above 400 °F.

00746.42 Installation Procedure - Where installation procedures, or any part of the procedures are required to be done according to the recommendations of the manufacturer of the sealing compound, submit catalogue data and copies of the recommendations before installing the materials.

Clean all cracks designated for sealing of loose and foreign matter. Use a hot lance to perform this cleaning. Use this wand to both clean and dry the crack just prior to sealing.

Do not place any sealant without the prior approval of the Engineer. The Engineer will inspect all cracks.

The face of the crack shall be surface dry, and the ambient and Pavement temperatures shall both be at least 45 °F and rising at the time of application of the sealant.

Install the sealant so that the in-place sealant is well bonded to the Pavement and free of voids or entrapped air.

Seal the cracks from the bottom up in a neat manner, so that upon completion of the Work the surface of the sealant material is flush to 3/16 inch below the adjacent Pavement surface (leaving no lip that can be caught with a snowplow). Refill or "spot" all low areas before continuing Work.

Level sealant material flush to the surface with a 'V' shaped squeegee device. Squeegee the excess material so it does not exceed 1 1/2 inches on either side of the crack. If any sealant remains in the squeegee when the end of the crack is reached, distribute this excess material over the crack in a return motion.

00746.42 Installation Procedure – Add the following paragraphs: In the event of adverse weather conditions the Contractor shall receive authorization from the State Contact Person before continuing work.

Contractor shall seal cracks 1/8” or wider. “Alligator” areas shall not be sealed.

00746.43 Cleaning and Sanding – Add the following paragraph: The Contractor shall be responsible for cleanup and removal/disposal of all materials used on the project, including all containers of crack sealant materials. Left over materials and containers, (including but not limited to items classified as “hazardous materials”), that are designated as excess or refuse by the State contact person shall become the property of the Contractor and disposed of in accordance with all local, State and federal guidelines.

Measurement

00746.80 Measurement – The quantities of sealed cracks will be measured by Lineal Foot.

Payment

00746.90 Payment – The accepted quantities of sealed cracks will be paid for at the Contract unit price, as appropriate, for item “Crack Sealing”.

Payment will be payment in full for furnishing and placing all materials, and for furnishing all equipment, labor, traffic control and incidentals necessary to complete the work as specified.

No separate or additional payment will be made for required cleaning and routing.