35933_Exhibit 1 Technical Specifications.pdf

EXHIBIT 1 – TECHNICAL SPECIFICATIONS

For

ESB D4 OR34/OR194/OR228 Crack Sealing Project

2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION: The 2024 Oregon Standard Specifications for Construction (Standard Specifications) include detailed technical specifications that apply to this ITB and resulting Contract. Some sections of the Technical Specifications are identified and modified below. Sections of the Technical Specifications not identified below remain applicable to the Contract according to their original terms. Unless they are identified in the Plans or Specifications, sections of the Standard Specifications in Part 00100 (General Conditions) are not applicable to the Contract; however, if a technical specification (Parts 200 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 technical specification. The Standard Specifications are available online:

http://www.oregon.gov/ODOT/HWY/SPECS/Pages/standard_specifications.aspx

These specifications identify certain responsibilities of the Project Manager that would otherwise be responsibilities of the Owner’s Authorized Representative, in accordance with General Conditions Section A.1. ODOT, as Owner, hereby delegates those identified responsibilities to the Project Manager. All other responsibilities of Owner remain with the Owner’s Authorized Representative identified in the Public Improvement Agreement Form.

1. SILENCE OF SPECIFICATIONS: The apparent silence of the specifications as to any detail, or the apparent omission of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practice is to prevail and that only materials and workmanship of first quality are to be used.

2. PROJECT MANAGER:

Kendall Weeks Transportation Operations and Maintenance Manger 3700 SW Philomath Blvd Corvallis, OR 97333 Cell: 541-757-4211 kendal.j.weeks@odot.oregon.gov

3. GENERAL SPECIFICATIONS

a. Work performed and all Goods furnished are subject to inspection and testing by the Project Manager to determine if they conform to contractual requirements. Final acceptance will be given by the Project Manager upon satisfactory completion of work.

b. Contractor must complete all work at site prior to moving to another site.

http://www.oregon.gov/ODOT/HWY/SPECS/Pages/standard_specifications.aspx mailto:kendal.j.weeks@odot.oregon.gov

c. MOBILIZATION: Contractor shall comply with Section 00210 of the Standard Specifications.

d. TRAFFIC CONTROL: Contractor shall comply with Sections 00220 through 00228 of the Standard Specifications. For temporary closures of three days or less the “Oregon Temporary Traffic Control Handbook” may be used. This manual can be found at:

http://www.oregon.gov/ODOT/HWY/TRAFFIC-ROADWAY/docs/pdf/2011_OTTCH.pdf

The following are a list of lane closure restrictions:

o OR228 (HWY 121) MP20.59 – 21.40 No closures during commute times (6 AM to 9 AM and 4 PM to 7 PM, Monday – Friday) o OR194 (HWY 194) MP7.02 – 7.31 No lane closure restrictions o OR34 (HWY 027) MP39.59 – 40.18 No closures during commute times (6 AM to

9 AM and 4 PM to 7 PM, Monday – Friday)

Submit to the Project Manager a proposed Traffic Control Plan (TCP). Do not start work on any stage of construction until the TCP has been reviewed and accepted and all Traffic Control Measures are in place and the TCP is operating satisfactorily.

Payment will be payment in full for furnishing, installing, moving, operating, maintaining, inspecting, and removing materials and TCD, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified.

e. ENVIRONMENTAL PROTECTION: Contractor shall comply with Section 00290 of the

Standard Specifications.

f. EQUIPMENT AND OPERATORS: Contractor shall furnish all equipment and operators required to perform the specified work and shall be responsible for the maintenance of said equipment and training of said operators.

g. SAMPLES/INSPECTION: The Project Manager reserves the right to take and test material samples and to reject any material not meeting the referenced specifications.

It is agreed and understood that Contractor will replace all rejected material with material meeting the specifications at no additional cost to ODOT.

h. Removed materials will become the property of Contractor at the point of removal and must be disposed of in the manner specified in the Standard Specifications or a manner satisfactory to the Project Manager, whichever is applicable.

i. REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK: Contractor shall correct or remove work that does not meet the specifications, or unauthorized work, as directed by the Project Manager in writing. Contractor shall replace such work with work and materials conforming to the requirements of the Contract. For the purposes of this subsection, "unauthorized work" includes without limitation the following:

• Work that extends beyond those limits established by this Contract;

http://www.oregon.gov/ODOT/HWY/TRAFFIC-ROADWAY/docs/pdf/2011_OTTCH.pdf

• Work that is contrary to the Project Manager's instructions; and

• Work that is conducted without the Project Manager's written authorization.

ODOT will not pay the Contractor for unauthorized or unacceptable work. The Project Manager may issue a written order for the correction or removal of such work at Contractor's expense.

If, when ordered by the Project Manager, Contractor fails to correct or remove unacceptable or unauthorized work, the Project Manager may have the correction, or removal and replacement, done by others and deduct the entire cost from monies due or to become due the Contractor under the Contract.

j. Contractor shall coordinate work with other State contract work so as not to interfere with their operation as identified by the Project Manager.

4. TECHNICAL SPECIFICATIONS:

Seal all cracks ¼” or wider in all travel lanes, shoulders, and medians according to Section 00746 of the Standard Specifications at the locations listed below. Seal joints between asphalt pavement and gutter line where present. Furnish hot poured sealant Polyflex 547 (manufactured by Crafco Inc.) or an approved equivalent product that meets the requirements of Section 02440.30 of the Standard Specifications.

MAP:

Figure 1: Crack Seal OR228 from Rowell Hill Rd. to US20 (TransGIS)

Figure 2: Crack Seal OR194 from Whitman St. to Knox St. (TransGIS)

Figure 3: Crack Seal OR34 from MP39.59 – MP40.18 (Limits can be painted by request) (TransGIS)