Attachment A (Specifications)~1.docx

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Attached to
US395C Crack Seal Project
Solicitation number
S-73000-00012320
Issued by
Hood River County, Oregon

About this file

This is a specifications attachment from the Oregon Department of Transportation (ODOT) for the US 395C Crack Seal Project. The project involves supplying labor, equipment, mobilization, machinery, and traffic control for repairing and resealing cracks in flexible pavements along US 395C from MP 49.1 to 61.6 and from 67.3 to 67.61. ODOT will provide all crack seal materials (Crafco Road saver 221 Crack Sealer) at the Burns Maintenance yard and Seneca yard. The contractor must be able to prepare and seal approximately 10,000 linear feet per 10-hour shift, with work to be completed by May 31, 2025. The project requires following manufacturer recommendations for applying Crafco product, with pavement temperature requirements between 40° and 130°.

Payment will be made upon completion of contract work with no retainage, measured in miles of full width Travel Way. The contractor is responsible for all cleanup and disposal of materials, including hazardous materials. Traffic control must meet Freight Mobility standards and accommodate oversize loads with delays not exceeding 20 minutes. The project follows the 2024 Oregon Standard Specifications for Construction, and contractors must notify the Oregon Utility Notification Center before performing work near utilities.

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Addendum.1~1.docx DOCX document
RFP_Attachment_G_2015_Matrix.pdf PDF
Invitation.To.Bid~2.docx DOCX document
00012320 Intent To Award.xlsx XLSX spreadsheet

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Attachment A - Specifications Special Provisions

PROJECT NAME: US 395C Crack Seal Project

SCOPE OF WORK: This project scope consists of supplying all labor, equipment, mobilization, machinery and traffic control for repairing and resealing cracks in flexible pavements at the described locations.

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 if requested. 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.

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.

WORK LOCATION: US 395C MP 49.1 to 61.6 and from 67.3 to 67.61

ODOT shall provide all crack seal materials located at the Burns Maintenance yard and at the Seneca yard.

ODOT Burns Maintenance Station:

252 S Date Street Burns Oregon 97720

ODOT Seneca Maintenance Yard:

Highway 395C Milepost 25 East side of the highway.

PROJECT MANAGER:

Teresa Bock 541.709.8660 teresa.m.bock@odot.oregon.gov 1390 SE 1st Ave Ontario OR 97914 APPLICABLE SPECIFICATIONS: The Specifications which are applicable to the work on this project are the 2024 Oregon Standard Specifications for Construction (“Standard Specifications”), which are by this reference incorporated herein. The Standard Specifications include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the technical specifications may be identified and modified in the Plans and Specifications. Sections of the technical specifications not identified in the Plans and Specifications remain applicable to the Contract according to their original terms.

Sections in Part 00100 of the Standard Specifications (General Conditions) are not applicable to the Contract unless they are specifically identified in the Plans and Specifications as being applicable. However, if a Part 00100 section that has been identified as being applicable references another section in Part 00100, or a technical specification (Parts 00200 and beyond) references a section from Part 00100, that section from Part 00100 applies to the Contract for purposes of supporting and giving full effect to the specification that referenced it. Bidders can access the Standard Specifications online at:

http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx

STANDARD DRAWINGS: Standard drawings are available online at:

https://www.oregon.gov/odot/engineering/pages/standards.aspx

COOPERATION WITH UTILITIES: This project is located within the Oregon Utility Notification Center area, which is a utilities notification system for notifying owners of utilities about work being performed in the vicinity of their facilities. The contractor shall notify owners of Utilities prior to the performance of work in the vicinity of their Utilities. The utilities notification system telephone number is 811 (or use the old number which is 1-800-332-2344).

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 Joe Arnald to schedule a time to pick up materials.

Work-541.573.1766 Cell-541.589.3853 joe.a.arnold@odot.oregon.gov 252 S Date St Burns OR 97720 United States

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 complete all work to be done under the contract no later than May 31, 2025

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 method “C”- no measurement of quantities will be made.

Payment

00221.99 Payment Method “C” -Incidental Basis - When the Contract Schedule of Items does not indicate payment for Work Zone traffic control, all Work Zone traffic control will be considered Incidental and no separate payment will be made.

PAYMENT: Payment for all work under this contract is to be included in the bid items contained in the Bid Schedule. Payment constitutes full compensation to the Contractor for furnishing all Materials, Equipment, labor and incidentals necessary to complete the work as specified. There will be no separate payment for items not listed, as that work will be included in payment made for the items listed in the Bid Schedule.

PAYMENT TO CONTRACTOR: The Contractor shall be paid upon completion of contract work. A bill must be submitted to the Project Manager for payment processing. There shall be no retainage for work performed under this contract.

SECTION 00746 – CRACK SEALING FLEXIBLE PAVEMENTS

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

Description

00746.00 Scope – Replace this subsection, except for the subsection number and title, with the following:

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

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

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.

Construction

00746.42 Installation Procedure – Add the following paragraph to the end of the subsection:

In the event of adverse weather conditions, the Contractor shall receive authorization from the State Contact Person before continuing work.

Contractor shall seal cracks 1/4” or wider.

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 – Replace this subsection, except for the subsection number and title, with the following:

Measurement will be in miles of full width Travel Way (both directions of travel edge of pavement to edge of pavement) with all crack sealing complete as specified.

Payment

00746.80 Payment– Replace this subsection, except for the subsection number and title, with the following:

The accepted quantities of miles of Travel Way crack sealed will be paid for at the Contract unit price, per mile for bid item "Crack Sealing".

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