35774 Specifications.docx

SPECIFICATIONS

This Price Agreement is for crack seal work in Region 4. Purchases under this PA will be made using Work Order Contracts.

Delivery Location: The delivery location will be specified in each work order issued under the Price Agreement.

The mobilization areas are defined by District and by Maintenance Section, the details on these locations are as follows:

Hwy 4/US 97 MP 257.83 – MP 591.73 Hwy 20/OR 140 East MP -0.14 – MP 53.66 Hwy 21/OR 66 MP 43.86 – MP 59.05 Hwy 23/OR 70 MP 0.00 – MP 6.97 Hwy 50/OR 39 MP -2.24 – MP 27.10 Hwy 484/US 97 MP 4.97 – MP 5.10 Hwy 420 MP 1.33 – MP 5.65

Hwy 22/OR62 MP 83-63 – MP 103.95 Hwy 422 MP 0.00 – MP 5.29 Hwy 422Y1 MP 4.39 – MP 4.58

Hwy 20/OR 140 East 53.66 – MP 96.37

Hwy429 /OR58 MP 70.00 – MP 86.45

Hwy 19/OR31 MP 0.00 – MP 18.28

Hwy4/US97 MP 112.83 – MP 155.50 Hwy 372 MP 4.63 – MP 21.98

Hwy17/US20 MP 0.00 – MP 18.59 Hwy15/OR126 MP 76.65 – MP 111.94

Hwy360/US26 MP16.30 – MP 96.48 Hwy53/US26 MP 96.48 – MP 117.70 Hwy 293 MP 0.00 – MP 13.5 Hwy 361 MP 0.00 – MP 11.62

Hwy 380/US26 MP 0.00 – MP 55.91 Hwy 14/OR27 MP1.9 – MP 23 Hwy 370 MP 0.00 – MP17.60 Hwy 41/US26 MP 0.22 – MP 34.70

Hwy 390/ OR207 MP 0.00 – MP 24.32

Hwy 42/US 97 MP 0.00 – MP 69 Hwy 290/OR 216 MP 7 - MP 28 Hwy 300/OR 206 MP 0.00 – MP 15 Hwy 301/OR 206 MP 4.8 – MP 16

Hwy 291/OR 218 MP 23.1 – MP 43 Hwy 300/OR 206 MP 15 – MP 54.9

Hwy 5/OR 19 MP 0.00 – MP17.06 Hwy 52/OR 74 MP 0.00 – MP 8

Hwy 4/OR197 MP 0.00 – MP 1 Hwy 292/OR30 MP 18. – 20.2

Hwy 53/OR26 MP 62 – 96.5

Hwy 290/OR216 MP 0.00 – 8 Hwy44/OR216 MP 13 – MP 26

1. SPECIFICATIONS

a. The apparent silence of the specification as to any detail or the apparent omission of the detailed description concerning any point, shall be regarded as meaning that Contractor shall meet the highest standards prevalent in the industry or business most closely involved in providing the Goods and Services to be provided under the Price Agreement. In addition to any special instructions included in the Work Order, Contractor shall comply with the following technical Specification in performance of each Work Order issued under the Price Agreement.

b. 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION: The 2021 Oregon Standard Specifications for Construction (Standard Specifications), incorporated herein by reference, including detailed technical specifications, apply to this work order. Some sections of the Technical Specifications are identified and modified below. Sections of the Technical Specifications not identified below remain applicable to the Work Order according to their original terms. Part 00100 of the standard specification (General conditions) is not applicable to this work order; however, if a technical specification references a section from Part 00100, the section applies to the Work Order for purposes of supporting and giving full effect to the technical specifications. The standard specifications are available online at: https://www.oregon.gov/ODOT/HWY/SPECS/pages/standard_specifications.aspx

2. 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.

c. MOBILIZATION: Contractor shall comply with Section 00210 of the Standard Specifications. Payment for Mobilization will be made at the lump sum amount for the item "Mobilization" per requested response - not by individual repair location.

d. TRAFFIC CONTROL: Contractor shall comply with Sections 00220, 00221, 00222, 00223 and 00224 of the Standard Specifications. For temporary closures of three days or less the most recent version of the "Oregon Temporary Traffic Control Handbook" may be used. This manual can be found at: https://www.oregon.gov/ODOT/HWY/TRAFFIC-ROADWAY/Pages/ottch.aspx

Contractor shall submit to the Project Manager a proposed Traffic Control Plan (TCP) and 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.

With the exception of Flaggers, all materials, labor, and equipment for traffic control are incidental to the crack sealing work and no separate payment will be made for this work.

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 Work Order. For the purposes of this subsection, "unauthorized work" includes without limitation the following:

· Work that extends beyond those limits established by the Work Order

· 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 Work Order.

j. Contractor shall coordinate work with other State contract work so as not to interfere with their operation as identified by the Project Manager. Contractor shall also obtain from and pay for all applicable city, county, regional or other local, state or federal governmental entity, any required permits or noise variances for all work, including any nighttime work.

3. TECHNICAL SPECIFICATIONS:

The 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION are modified to make the listed provisions read as follows, with any non-referenced provision remaining unchanged:

00746.00 Scope:

Work on this contract consists of supplying all labor, equipment, material and machinery, for crack sealing designated by Engineer on State highway section. 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.

Measurement

00746.80 Measurement – The quantities of sealed cracks will be measured by length in linear feet.

Payment

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

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

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

ITEM

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

00220.02(a) General Requirements - Add the following bulletpoint to the end of the bullet list:

· Accommodate all over-dimensional loads through the work zone. Do not hold or delay over-dimensional loads for more than 20 minutes.

00220.03(a) Over-Dimensional Vehicle Restrictions - Replace this subsection, except subsection number and title, with the following:

When the Project restricts the width, length, height, or weight of vehicles through a work zone or detours trucks around a work zone, fill out and submit a completed copy of the "Highway Restriction Notice - Size and/or Weight" form (Form No. 734-2357), available from the ODOT Oregon Trucking Online website (see 00110.05(e)), at least 35 Calendar Days before the restriction or detour takes effect.

00220.40(e)(1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following:

One Traffic Lane may be closed on the (Highway Name)_____ Highway (_Route No._) when allowed, shown, or directed during the following periods of time except as specified in 00220.40(e)(2):

· Single lane flagger-controlled closure is allowed Daily, Monday through Thursday, between 5:00 a.m. – 5:00 p.m., except no work is allowed from May 22nd through June 1st.

SECTION 00221 – COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.02 General Requirements - Add the following to end of this subsection:

Contractor shall perform the work zone traffic control according to Standard Drawings TM800, TM820, TM821, TM822, TM850 and TM854.

00221.90(b) Temporary Protection and Direction of Traffic ‑ Delete the bullet that reads “Moving temporary barrier to and from Contractor’s stockpile areas”.

Replace the bullet that begins "When the Schedule of Items does not include …" with the following bullet:

• Preparing and signing the daily “Traffic Control Inspection Report”, when a TCS is not included in the Schedule of Items or when a TCS is not onsite for a work shift.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications modified as follows:

00222.40(e) Temporary Sign Placement ‑ Add the following to the end of the bullet list:

Place a “WAIT FOR FLAGGER” (CR4-23) sign approximately 50 feet in advance of each flagger station, facing incoming pedestrian traffic. Install the sign on a conical marker or other temporary sign support, as shown or as directed. Do not allow the sign installation height or location to block the visibility of the flagger for incoming public traffic.

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

Comply with Section 00223 of the Standard Specifications modified as follows:

00223.31(b) Traffic Control Inspection Without TCS ‑ Replace the bullet that begins “Prepares and signs a daily “Traffic Control Inspection Report”…” with the following bullet:

· Prepares and signs a “Traffic Control Inspection Report” (Form No. 734-2474) upon the initial installation of TCM and each working day when any modification, removal, or reinstallation of TCM are made, or as directed by the Engineer. Submit completed reports to the Engineer no later than the end of the next working day.